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HomeMy WebLinkAboutBrody Square CDs_Rev 1 V1n i APPROVED GENERALNOTES a E t�a 0 a� ;_ / o'o o i 0 0� Q Q3 U O 3 O N ttz �m E im,W >o g UNwrc a�oz /w"a -� Y X r O 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAYNOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION. ROADWAY 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. Arun r InTCC 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE SECTION(S) OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE REQUEST IN WRITING. 2. ANY PRIVATE SEWER, WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED WITHIN THE RIGHT-OF-WAY. 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE BORNE BY THE DEVELOPER. 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING NON -COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO DISTRICT DEVELOPMENT REVIEW STAFF FOR REVIEW. 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE NUMBER) FOR DETAILS. 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR DETAILS. 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY MANUAL, ISPWC STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL APPLICABLE ACHD ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE CONTRACTOR SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 IN THE EVENT ANY ACHD CONDUITS (SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 PERCENT. THERE ARE NO TOLERANCES ALLOWED. 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (Y2') MIX, PG-64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" OF 3/a' BASE AND 20" OF 6" MINUS PIT RUN GREATER. 13. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. D. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. 14. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS SEWER NOTES 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHD STORMWATER DESIGN GUIDELINES. PRESSURIZED IRRIGATION 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. CIVIL IMPROVEMENT PLANS FOR BRODY SQUARE SUBDIVISION A PORTION OF THE SW 4 OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST ADA COUNTY, IDAHO CIVIL ENGINEER OWNER/DEVELOPER LAND SURVEYOR KIMLEY-HORN AND ASSOCIATES, INC. PINNACLE LAND DEVELOPMENT, LLC 950 W BANNOCK STREET, SUITE 1100 7629 E PINNACLE PEAK ROAD #110 BOISE, IDAHO 83702 SCOTTSDALE, AZ. 85255 PHONE: (208) 918-0100 TELEPHONE: 480-401-0800 CONTACT: BRANDON MCDOUGALD, PE CONTACT: RANDY CLARNO EMAIL: BRANDON.MCDOUGALDOaKlMLEY-HORN.COM EMAIL: RANDYOaCRITERIONLAND.COM SITE DATA ZONING: R-8 GROSS ACREAGE: 15.00 AC NET ACREAGE: 13.90 AC TOTAL NUMBER OF LOTS: 73 NUMBER OF BUILDING LOTS:64 NUMBER OF COMMON LOTS:9 GROSS DENSITY: 4.27 DU/AC DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL NOTES: 1. BLOCK 1, LOTS 8, 9, AND 10 ARE RESTRICTED TO SINGLE -STORY RESIDENCES. 2. A 6-FT CONCRETE WALL (OR OTHER AGREED UPON MATERIAL) WILL BE CONSTRUCTED ALONG THE SHARED NORTHERN BOUNDARY OF BLOCK 1, LOTS 7-10. MATERIAL MUST BE COORDINATED WITH NEIGHBOR. BENCHMARK HORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY) VERTICAL: NAVD 88 WATER NOTES 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. DRAINAGE NOTES 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. ACHD VARIANCE APPROVAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE LAND SOLUTIONS, PC 231 E. 5TH AVENUE, SUITE A MERIDIAN, IDAHO 83642 PHONE: (208) 288-2040 CONTACT: CHRIS HANSEN EMAIL: CHANSEN@LANDSOLUTIONS.BIZ SHEET LIST TABLE Sheet Number Sheet Title 01 COVER SHEET 02 GRADING KEY MAP 03 PAVING KEY MAP 04 UTILITY KEY MAP 05 LIGHTING & IRRIGATION KEY MAP 06 GRADING PLAN 07 GRADING PLAN 08 PAVING PLAN & PROFILE 09 PAVING PLAN & PROFILE 10 PAVING PLAN & PROFILE 11 PAVING PLAN & PROFILE 12 PAVING PLAN & PROFILE 13 PAVING PLAN & PROFILE 14 PAVING PLAN & PROFILE 15 PAVING PLAN & PROFILE 16 OFFSITE PAVING PLAN & PROFILE 17 OFFSITE PAVING PLAN & PROFILE 18 STORM DRAIN DETAIL 19 PAVING & DRAINAGE DETAILS 20 LIGHTING & SIGNING PLAN 21 LIGHTING & SIGNING PLAN 22 UTILITY PLAN & PROFILE 23 UTILITY PLAN & PROFILE 24 UTILITY PLAN & PROFILE 25 UTILITY PLAN & PROFILE 26 UTILITY PLAN & PROFILE 27 UTILITY PLAN &PROFILE 28 UTILITY PLAN & PROFILE 29 UTILITY PLAN & PROFILE 30 IRRIGATION PLAN 31 IRRIGATION PLAN 32 GRAVITY IRRIGATION PROFILES 33 GRAVITY IRRIGATION PROFILES 34 POND & IRRIGATION DETAILS APPROVED FOR CONSTRUCT QLPE PLAN REVIEW These plans dnJ/w speufi. tml; have heen reviewed by Qual vied Licensed P'ofes;ional Enelreer QLPE1 for cnmpGance with DAPA 5R 01 Oft and SR.01 16 as allowed under Iddho Code 39-118- If mnstruOiun clues riot cunv',C'I(C vlith n twelvu (12) north; of this approval ante. play andior specifications m.lst he resuhmitted to eview t]lTF;n IRFer - -lie N,. Cat -- Keller Ascnnatas, Irr - 20R-2RR-1992 REVISION 1_2022102101: ADDITIONAL STREETLIGHT ALONG BLACKCAT ROAD. LEGEND Q�<Cll \ c, E NSe 16551 2/1 /22 0 0 9 9 OF ti��� McDo� S W -12 -i 9.79 99.79 10.00 P rJ r CMEWLAW APPROVED FOR IOAMO CONSTRUCTION I r•rso pars anr.+or s;,er h.-.ations yam hee^ rry cAnd k,r -,mp�lancr, w,*h Menmar _?y Sna avr_­ and Specicallrn, Tns CODS •1-1 rel-eve :he under en7 ^pe' or 1^e. r-po-miIIIJ, 'o tletiirn a^C nr cnntitn..r' "cae fac lc- rt orY'iphan e At,, all Lu-er: applicrhle 'edera state and ices ,Jkw'- rL es re ;u Thons rrr t Y cn�. ye e nprnr r. aq'nrmenis =•pr r h.. r'Ior, rre s or alp al`, all of Ai h the C t, retfil S t^e nI" to enforce In nsis r.^ r rot nulr - by :ay st r f sh:r I out t o n L ued ds apU or�1 un ,•ss nlR•r d�� d , .iddre sir-:1 n A'It ry L, ", t. ty A', r. posed re, s�u-I to Wel. l,ldns 11 1," he tiubnl tied fur renev. d'KC plan- A't, the PA i an Crty S..v,1.ard. Arc I S ,e A,,:At1, s tx 4�n• ti,nd -, "U" S ru, !1,wIv j Amanda hfcNult 04 06 2021 NAMe �Wv PROJECT SITE ID-2111 MCM/CLAN ROAD tl�� VICINITYMAP T4N, R 1 W, SEC. 27 ABBREVIATIONS PROPOSED CL PROPOSED SWALE PROPOSED SECTION LINE PROPERTY LINE/TRACT LINE PROPOSED CROWN LINE ROAD RIGHT OF WAY LOT LINE EASEMENT LIMIT OF DISTURBANCE PROPOSED 8" SEWER PROPOSED 8" WATER PROPOSED CURB EXISTING EDGE OF PAVEMENT PROPOSED SEWER MANHOLE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED RETAINING WALL SIDEWALK RAMP PROP. STORM DRAIN PROP. CATCH BASIN PROPOSED CONTOUR EXISTING CONTOURS TOP OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION e1:7_1�7� I:T�1 PROPOSED SPOT ELEVATION EXISTING PAVEMENT SPOT ELEVATION PROP HEADWALL PROP. CATCH BASIN, SAND & GREASE TRAP STORM WATER INFRASTRUCTURE EASEMENT PROPOSED STORM DRAIN MANHOLE PROPOSED STREETLIGHT Plans Are Accepted For Public Street Construction EY st�mp:n1 on7 sq-1 r" irnf r _ro t pant. the Fr.Tisl!.ed Emjne .rwr� Uc flrtnd U,l lrp ll,yr :onfarm L� of [rsl/rt pU7 xsr�nA alonlards. Ya�un:.c:. rr �dvr�<, mwl to :pecifrA- ti nn] {+odr.�y apprn.d ty lrm t+slr.d ni rr�lin¢ A:�:�G•lar... H tK- ,rnGrnwmail pl.> 3 Cy tiv U1slG_t 7r.es rcd re-I;e the Fegstered Enyrreer 'f tlwse re_x:rmsihiritie;. By DATE " l ALIA U:41NTY HIGHWAY Ct_:TF-✓::T �I a Qw w Knowv*.ft below, Call bokm yM ft CALL i BUSINESS DAYS IN ADVANCE BEFORE YOU DID, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES N N. T S. ABC AGGREGATE BASE COURSE AC ACRES/ASPHALT CONCRETE ADA AMERICANS WITH DISABILITIES ACT B.C. BRASS CAP B/C BACK OF CURB BCF BRASS CAP FLUSH BOG BOTTOM OF GRAVEL BOS BOTTOM OF SAND BW BOTTOM OF WALL CF CUBIC FEET CFS CUBIC FEET PER SECOND C, CONIC CONCRETE COR CORNER COM CITY OF MERIDIAN CY CUBIC YARDS DTL DETAIL DIP DUCTILE IRON PIPE DWG DRAWING EOP EDGE OF PAVEMENT ESMT EASEMENT EX., EXST EXISTING FF FINISHED FLOOR ELEVATION FG FINISHED GRADE ELEVATION FL FLOWLINE G/GUT GUTTER GB GRADE BREAK GW GROUNDWATER HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HR HOUR INV INVERT IRR IRRIGATION IR INFILTRATION RATE L LENGTH LF LINEAR FEET LP LOW POINT MAX MAXIMUM MH MANHOLE MIN MINIMUM N.T.S. NOT TO SCALE N.P.D.E.S. NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM P PAVEMENT ELEVATION PC POINT OF CURVATURE PE PAVEMENT EDGE PT POINT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS/RANGE R/fie/ RIGHT-OF-WAY REF REFERENCE REV REVISION SCH SCHEDULE SEC SECTION SF SQUARE FEET SHLDR SHOULDER SP SEEPAGE BED SPEC SPECIFICATION SS SANITARY SEWER ST. STREET STD STANDARD SW SIDEWALK SY SQUARE YARDS TC TOP OF CURB TF TOP OF FOOTING TOG TOP OF GRAVEL TRW TOP OF RETAINING WALL TSR TOP OF SAFETY RAIL TIN TOP OF WALL TYP TYPICAL n i APPROVED FOUND BRASS CAP AT �NW CORNER OF ,SW j R OF OF SEC 27, T4N1W. a ' I I APN: APN: I I SO427325830 SO427325702 • i- I I PROPERTY LINE I I I r1S89r S89'17'41'E 635.80' 1 125.07'41 0' _- '1"L - II 1 I I I BLOCK j I I 1 2 I 1 I 1 I11 I 11 10 9 8 7 6 5 4 3 III11 I I I I I I I I I I I I 1 III 1 • ; III 1 - I II11 j-- 12 I IIII I �� W. WAPOOT ST. — ~ o' IIII 13 00� olrn IIII I I I_ � o 20 I I 10 ,;,IM I . 0 1�11� 14 2 BLOCK 31 19 I g I11 15 - - - I 3 18 I 8 I I I •; 111 I I I I I I -�_- -- � 16 4- � - - 1 4 it j 17 1 7 j 11 j l BLOCK 17 j1111 1-- 5 1 1 16 I I� I 6 I I I111 1 I p l APN: SECTION LINE I111 I 1 I - - 1 O - - R0982010025 IIIII 18- 1 1 1 __ ro BLOCK 5 6 15 I5 Z 1 II I 1 19 l ;IIIII 1 I I 7 i1 1 -- i 4 IIII 14 _J IIIII 20 1 1 8 III - ---_ • � IIIII ' I • IIIII 1 - - I 21---_-_---_��j�� �1 1--------- - 22,�9 W. DAPHNE ST. \ 0 6 NO.31'09"E �� \ 1 3 I. 1 PROPERTY LINE F__ I I I I 2 E. DAPHNE ST] 1.85 ,-- `1 - -� ;! I --- I 2 O 5 °p LOCK 3 BI I I Ln .Lq Iljj1 I 1 3 1 I� I I 10 I 11 12 13 0(0 IIIII I I I I 4 I I APN: R0982000020 C4I 11111 I 4 --- --- ---� I V II11 I - \ \ - - - — I 3 Y I I III — II _ —� �� _ BLOCK 4 V. Q. I mI I I Z• I IIIII I 5 W. APGAR ST. I w IIIII I I � 1 I 2 Z o I I I I1111 I I I I I I I I I I I IIIII I I 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1141 I I I �lil 1 BLOCK 2 I 1 I ---- ----- S89°17'52"E -- -- ---- - ---- - 1 PROPERTY LINE APN: SO427333500 II III Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical— ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: 4/6/21 ADA COUNTY HIGHWAY DISTRICT NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. GRAPHIC SCALE IN FEET 0 30 60 120 NORTH FOUND BRASS CAP )"'"'_AT SW CORNER OF SEC 27, T4N, R1W. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED FOUND BRASS CAP AT �NW CORNER OF ,SW j R OF OF SEC 27, T4N1W. 77-TF US89`17'41 "E 1 1125.00' 111� II 1 I 11 0,01 IIII I+ ol� IIII z• IIII 1 _ 12 1 i I 1 1 7 ICI IIII III I I III I III I I III I I I • i Ili • � III 1 I I�- IIIII I IIIII I IIIII 1 I IIIII I � IIIII I I IIIII I IIIII I SECTION LINE IIIII �• I IIII I I IIIII I IIIII . I IIIII I IIIII I � IIII • I IIIII IIIII 1 � IIIII I� J .il NO`31'09"E 1.85' o In Li z. r 14 15 16 BLOCK 1 17 APN: SO427325830 I I S89.17'41 "E - - 635.80' BLOCK 1 10 g 1 8 1 7 1 6 1 5 14 mow L3 &-W. WAPOOT ST. I I -- 22 L1 &W-. DAPHNE i-- `1 I 2 U I APN: SO427325702 `PROPERTY LINE � T__� -1 -_ L - 13 12 1 1 1 1 1 9 20 I I 10 I - 1l 2 BLOCK 3 19 I g III CO CO 3 II j1 I 18 1 8 1`0 o 15 4 17 1 7 _ U IQ 1 6 5 16 I J APN: BLOCK 5 1 R0982010025 6 m 5 15 IZ 7 1 1 4 14 1 --- 8 I BLOCK 3 10 I 11 1 12 13 5 13 W. APGAR ST. 1 PROPERTY LINE 3 I I 1_ L6 - I _ I I 11 , I I 0 I 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 141 I I BLOCK 2 I 630.80' PROPERTY LINE APN: SO427333500 2 E. DAPHNE ST4 8 i 5 1 - w oto 4 ;7; o Z I M APN: R0982000020 3 BLOCK 4 I 2 I 1 I LINE TABLE LINE LENGTH BEARING L1 206.50 S89.16'58.00"E L2 480.81 NO'31'09.00"E L3 277.30 S89.28'51.00"E L4 133.50 S89.28'51.00"E L5 525.42 NO'31'09.00"E L6 133.50 S89`16'58.00"E L7 194.68 NO°31'09.00"E L8 135.09 NO'31'09.00"E L9 277.30 S89.28'51.55"E L10 152.29 NO'31'09.00"E CURVE TABLE CURVE RADIUS I LENGTH DELTA TANGENT C1 43.50' 68.33' 90`00'00" 43.50' C2 43.50' 68.33' 90.00'01" 43.50' 2.5" AC SURFACE COURSE 1.0" ABC 10.0" GRANULAR SUBBASE PER ITD AND ACHD NOTE: 1. PAVEMENT SECTIONS PER RECOMMENDATIONS INCLUDED WITHIN GEOTECHNICAL REPORT PREPARED BY ALLWEST TESTING & ENGINEERING, DATED 03/04/2020. LOCAL ROAD PAVEMENT SECTION INTERNAL LOCAL STREETS NOT TO SCALE SP-3, 0.5" MIX, 5.0" PG 64-28 1.0" MIN OF ).75" ABC 25.0" OF I MINUS PIT RUN NOTE: 1. PAVEMENT SECTIONS PER RECOMMENDATIONS INCLUDED WITHIN GEOTECHNICAL REPORT PREPARED BY ALLWEST TESTING & ENGINEERING, DATED 03/04/2020. MINOR ARTERIAL ROAD PAVEMENT SECTION OFFSITE COLLECTOR STREETS NOT TO SCALE Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: 4/6/21 ADA COUNTY HIGHWAY DISTRICT NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. GRAPHIC SCALE IN FEET 0 30 60 120 NORTH FOUND BRASS CAP AT SW CORNER OF SEC 27, T4N, R1W. n i APPROVED FOUND BRASS CAP AT �IN W CORNER OF ,SW i R OF OF SEC 27, T4N1W. APN: 1 I SO427325830 • i- I I I I S89°17'41 "E 635.80' — — 1°17'41E 1 1125.00, IIII1 III I 1 11 10 9 I 8 1 7 BLO6CK 1 1 5 14 � III 1 — s"w l 1 25-- 12� I I IIII I 7 II 13 IIII I-- MH10 1 I 1 � 14 3 O zl° 1 15 III 1 24 IIII — 16 1-40 o� II j l BLOCK 1 00 1 IIIII 17 I � IIIII I II 1 MH 20 SECTION LINE IIIII I 1 IIIII 18 IIIII 1 rn I �i I II ao I • IIIII 1 1 19 3 1 II II 1 00 I 1 III I • � j IIII I — � IIIII I 20 23 • IIIII 1 • � IIIII IIIII 1 — I uI II 1 1 21 rn --- co --- I I 1 I — 22 / °° 1 a FNO*31'O9"E 2 2 ,�8"wW. DAPHNE ST.i- MH 04 / 2 I ao 1 MJ W L - i W WAPOOTs-;ST 2 6 11 — —— MH 1 1 ] 1 I 20 2 BLOCK 3� 19 111 1 I I I I I 3 I 18 I I I j 1 I I 4 11 j 17 I I I I I I I I 5 11 16 6 15 I I I I I 7 14 8 1 (I \\ I 1 \ II' I I I BLOCK 3 Ijjl I I 3 I 1 1 10 1 11 12 13 1111 I I I 111 I IIII — MH 05 APN: SO427325702 `PROPERTY LINE L — \ 13 T 1 1 1 — -- - sw — — I 8' S 2I . — 11 An 1 ,u 1 I I rn 3 1 I 9 0� ao 011 M I 8 r M p co ) 3 1 00 01 I 1 6 1 1 APN: 2 7 — BLOCK 5 R0982010025 � I 5 3 I II 00 co I 4 1 PROPERTY LINE MH 21 I - --- 3 I I I F-- I 2 II MH 14 3 i I / II 1 IIII I 4 — —— — —— IIII I \ \ � ISI 8..5 2 8 uvAPOAB,� � 13 IIII r FH 06r MH 07 111 1 7 T -T IIII 111I I 6 7 1 8 7 9 1 10 1 11 1 12 1 13 L t 111I 1 BLOCK 2 bl L- — — — — ` 630.80' [2"E- PROPERTY LINE APN: SO427333500 I I 1 141 I 1 MH 08 E. DAPHNE ST 2 2 --6-7--- 5 1 4 APN: — R0982000020 3 BLOCK 4 w1 co 2 O r M � O O 1 I', NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. GRAPHIC SCALE IN FEET 0 30 60 120 NORTH FOUND BRASS CAP )"'"'—AT SW CORNER OF SEC 27, T4N, R1W. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED FOUND BRASS CAP AT �NW CORNER OF ,SW j R OF OF SEC 27, T4N1W. D_ E w< �N >>ao I aoz os o�o2 a/0 aw cows aXc�J E ��wm I m=�I � corns 100 o� N O� x ..o-- =v�o /w�na Y X r O ' I I APN: APN: 1 I SO427325830 SO427325702 I `PROPERTY LINE - - - - - - L - I . I I _ _ S89°17'41'E rr 635.80' -- .1 -- -- -- 1 : S89.17'41"E 1125.00' 44 II j I I I 11 10 I g I 8 17 BLOCK 1 5 14 13 12 I 1 rll I I I I I I I I I I I I Ili W. WAPOOT ST. �I11 1311-- 1 I 20 1 10 I I l 1 1 14 2 BLOCK 31 19 I 1 g olrn � 1 15— I �-- -- I -- o� 1 ILIIli 3 21 31 18 1 8 AIM o� . �-- :l I 4 17 I 7 II 411 BLOCK 1 1 Illll 17 11 11 1 — j l 6 1 Ill 1-- 5 1 11 1 1 16 >` 1 I I 1 1 111 1 1 1 1 1 1 I APN: SECTION LINE 1 111 I 1-- 1 1 1 1 I 0 -- R0982010025 �I 1 I1111 18— 1 I 6 1 1 15 m BLOCSK 5 1 1 Z I�III -- 1 11 —I--- I 1 1111 1 I 7 1 i1 1 1 4 19 II I Ili 14 I 1 Ill I --� 1 11 20 1 1 I 8 1 /I /�/-- _------ 3 LEGEND ----_-_---/�//'- --� - - PROPERTY LINE I 1 21 •. �� �� _--� 1 I I IRRIGATION PLAN SHEET NUMBER 2 2 2 LIGHTING AND SIGNING SHEET NUMBER E. DAPHNE ST NO°31'09"EI- W. DAPHNE ST. 2 3 -- _ —- — 1.85' o n ol� U I - - - - 5 1't NOTE: 2 L 0 1 1 Mo oM 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 1 0 � II1111 1 - 1 z1 BACK OF CURB, BACK OF HEADWALL, OR CENTER OF zl ilillll 1 _ °p BLOCK 3 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 1 i II1111 1 I 3 1 I I 10 1 11 1 12 1 13 i STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A I I I Illl I 1 1 I I I 4 APN: RAMP. I i 11111 — _ 1 R0982000020 3. REFER TO SHEET 03 OF THESE PLANS FOR 11111 HORIZONTAL CONTROL LINE AND CURVE DATA. I �I Illlll I 4 --- --- --- - I Q : 111111 1 \ 1 3 BLOCK 4 GRAPHIC SCALE IN FEET APGAR ST. 0 30 60 120 NORTH I Y I IIIII I 5 W. Q• � 11111 1 1 1 1 col Illll r 2 I1111 I Z � Illlll 1 I I I I I I I I I I 1 BRODY SQUARE 111111 1 I 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 114 I 1 I � 111111 I BLOCK 2 LI 1 LIGHTING &IRRIGATION KEY MAF b1 1 — _ S89°1T52_E,-- _ — PROPERTY LINE APN. 630.80' — Kim1ey*Horn SO427333500 1 ©2021 KIMLEY—HORN AND ASSOCIATES, INC. 950 Bannock Street, Suite 1100 1 Boise, Idaho 83702 208 297-2885 111 DESIGNED I DRAWN I CHECKED oF� YEANsE4ci�� ITC ITC TRB 8�1• e� f,9 Fs SCALE (H): 1"=60' SCALE V : N/A K—,,A ftbelow. 16551 DATE: SHEET NO. Call befo you dig. m ", 4/5/210 0 4 05 2021 2 BUSINESS FOUND BRASS CAP C NLADVANCE BEFORES P9GTgTF OF �PwP PROJECT NO. )�—AT SW CORNER OF YOU DIG, GRADE, OR J 05 EXCAVATE FOR THE ON M C�� 291015009 MARKING OF SEC 27, T4N, R1 W. UNDERGROUND DWG. NAME MEMBER UTILITIES �nnq-IRR-VKA riw„ of 34 ch+ n i APPROVED GRADING CONSTRUCTION NOTES 0 • �u�+u.uu I 4:1 2540.03 I FG o 2540.5f EG , N I 4:1 I I 0,An a+ I � V 2540.62 _FG •I F L 2540.76 \ FG 2540.9t Fr i o'nr 2541.6I I I 1 EG,.. I �I I � U UI I Q CQ 1 2542.5 EG FB-2 \4 8 0 VOL REQ:1,265 CF MATCHLINE SEE SHEET 07 2540.85 - 3:1 I SW 0C V)M I I � III BLOCK 3 N N� 14 -1 xZ11 N ��>, 2540.77 < �o 00 N$NNN VOL PROV:1,308 CF S:1 y I x II HW=39.68 ----- N 0 oN Qz0 BTM=36.68----- 3 TYP ------J I o ��0 HSGW=35.93 / /--- I N N N � �_____ - ___- �2540.74 --- I o o f ---- - ------- o N I----2540.94 �� SW I N N SW--- 2540 s' PND-1 2540.40 TYP '� / i i VOL REQ:54,446 CF I 2540.43 0 - VOL PROV:65,582 CF \ I o -v �� 2540.46 HW=39.50 \\(J Nip 3:1�- 9 BTM=32.50 �\ N _ - I \\60ns�\\\\�\--3//%-- �Lj 2540.6E \\ 253>.2536=2535 542 2541.29 2540.7 o = SW S, .. ri FG ° TYP N2 0) NiNNN 2 I o ,n 4;1 I II II n N2541.17 1 1 2540.70 a zo n N FG - - - - HP I BLOCK 3 13:1 I 2542.32 n I I I 5' FG M no N 0 5- N MAX=2543.89 MAX=2543.88 MAX=2543.69 MAX=2543.27 SSW III S/W I ��� 3 0� MIN=2543.39 MIN=2543.38 MIN=2543.19 MIN=2542.77 4:1 I I p 04 N DG=2542.39 DG=2542.38 DG=2542.19 DG=2541.77 III 11 a2540.84 �zQN --0M )J �LN I 10 2541I188 11 254 1I22 G12 13 F4:2G252L62 N 2541.66 �2541.S5W �,� 1� FG 543 TYP\ 2 INN541.689I 2542.74 r-2= F FG x z0 1 II O 2540.99 a - o N FG 2542.85 ��- - \ 2541.65 • 0.40% - 2541.78 0 40%-2S_42 0.72% 2541.42 0.72% 2541.51 \ 2541.60 W. APGAR ST. 2542 2542.14� 2541.45 �c� 1 2541.80 5 2 HP N III SW SA2 2541.78 2541.98 2542.12 2541.66 1 I 2543.05 2543.00 2 - 2541.86 - - - - - 2542_TYP \ 4:1 I 2543.10 SA3 2542.01 2 \ III 2541.12 2542.98 2543 1I 11 FG I FG I I I I I I I III S/W I 6 I 7 I 8 I g I 10 I 11 I 12 13 III 1 3:1 I 2 TYP MAX=2543.60 MAX=2543.50 MAX=2543.50 MAX=2543.60 MAX=2543.78 MAX=2543.98 MAX=2543.65 MAX=2543.27 MIN=2543.10 MIN=2543.00 MIN=2543.00 3.28 MIN=2543.10 MIN=254MIN=2543.48 MIN=2543.15 MIN=2542.77 14 1111 I DG=2542.10 DG=2542.00 DG=2542.00 DG=2542.10 DG=2542.28 DG=2542.48 DG=2542.15 DG=2541.77 C14 4:111 I I I I I I I ICC JI 11 I I I I BLOCK 2 I I I �EJ2542.381_ 05 - FG- - 2540.91t � 2540.93t 2541.14t 2540.99t 2541.17t 2541.15t 2541.06t 2541.17f 254' EG EG EG EG EG EG EG EG PROPERTY LINE APN. LIMITS SO427333500 NOT A PART MATCHLINE SEE SHEET 07 2541.06 FG O 40.56 SW , �0 N NN 20 BLOCK 1 x z II 2541.10 �o FG- --- 2 TYP 8 C14 N NN 21 12541.52 x :z 2 �o FG- --- I� SEE SHEETS l - - 32-33 FOR GIRR -4 W. DAPHNE ST. 41.31 2542 29 Q I � oU IN 1 cL I dN I � YY oI B/C nll� I I 47' MATCHLINE SEE SHEET 07 N n� 2542.14f N ,o EG I 3 NNN BLOCK 51 x z� I�PROPERTY LINE :2�� 1254 - - - - N EG r-� 04 Z NNN ).40 x z II .43 45 a 5� o 2541.84t - 1 - - 3 TYP ST� I __2542.00 rt � 2SA, i 2542.00 FG 2540.73 2540.77 aOo MM 2540.80 N C- i 5 u-)LOLO NNN II II II Q zo -- �min -- I 5' �% S W rn � � C-4� 4 NNN II II II a zo N^O r7 3 N NN BLOCK 4 II II II a z c� "',n rnC)) rn N 2 N�LOO NN II II II a zo jjJ ^ NN I LO04 LO u7 N N N xzll a �o ANCE J� APN: R0982000020 NOT A PART TW MAX MIN\FG DG FOOTING PLAN BY OTHERS. 6' VINYL FENCE ZEX. GRADE - SWALE PER IRCJ REAR LOT GRADING DETAIL - TYPE 1 N.T.S. REAR LOT GRADING DETAIL - TYPE 2 N.T.S. PAD & FINISH FLOOR GRADING DETAIL FOUNDATION PLAN BY OTHERS. N.T.S. 1O INSTALL RETAINING SEAT WALL. SEE LANDSCAPE PLANS FOR DETAILS. QQ CONSTRUCT 4" THICK SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. WIDTH PER PLAN. 0 SEE PAVING PLANS (SHEET 08 - SHEET 15) FOR STORM DRAIN CONSTRUCTION. ® CONSTRUCT INFILTRATION BASIN WITH BENTONITE LINED FOREBAYS PER ACHD BMP 10. SEE DETAIL ON SHEET 34. OS FUTURE AMENITIES PER LANDSCAPE PLAN. ® GRADING CONTRACTOR TO ROUGH GRADE LOT PER REAR LOT GRADING - TYPE 2 DETAIL ON SHEET 06. LOT GRADING LEGEND MIN MIN TOP OF STEM WALL ELEVATION MAX MAX TOP OF STEM WALL ELEVATION DG ROUGH GRADING DESIGN GRADE KEY MAP Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District W policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the AX Registered Engineer of these responsibilities. BY DATE: 4/6/21 IN\FG ADA COUNTY HIGHWAY DISTRICT G NOTE 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA C STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL w CONTROL LINE AND CURVE DATA. GRAPHIC SCALE IN FEET 0 20 40 80 NORTH a a Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED GRADING CONSTRUCTION NOTES 0 CONSTRUCT 4" THICK SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. WIDTH PER PLAN. Q3 SEE PAVING PLANS (SHEET 08 - SHEET 15) FOR STORM DRAIN CONSTRUCTION. ® CONSTRUCT INFILTRATION BASIN WITH BENTONITE LINED FOREBAYS PER ACHD BMP 10. SEE DETAIL ON SHEET 34. ® GRADING CONTRACTOR TO ROUGH GRADE LOT PER REAR LOT GRADING - TYPE 2 DETAIL ON SHEET 06. APN: I APN: SO427325830 I SO427325702 NOT A PART NOT A PART PROPERTY LINE J LIMITS OF DISTURBANCE a 2540.17t 2540.81 f 2541.35t 2541.75t 2542.25t 2542.36t 2542.56t 2542.60f 2542.79f 2542.78i 2542.64t - EG - EG - EG - - EG - EG - EG -EG - EG - EG - EG - EG 2542.64f- JLLJ2541.FGEG88 I I I I I ISWBLOCK 1TYP MAX=2541.90 MAX=2541.90 MAX=2541.90 MAX-2541.90 MAX-2541.90 MAX-2542.20 MAX-2542.73 MAX=2543.25 MAX-2543.77 MAX=2544.15 MAX=2544.40o MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.40 MIN=2541.70 MIN=2542.23 MIN=2542.75 MIN=2543.27 MIN=2543.65 MIN=2543.90 II DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.40 DG=2540.70 DG=2541.23 DG=2541.75 DG=2542.27 DG=2542.65 DG=2542.90 III 5' 1 11 1 10 9 I $ I I 6 5 I 4 3 I 2 I 1 LOT GRADING LEGEND II S/W I I II I I I I I I MIN MIN TOP OF STEM WALL ELEVATION 254� l 2540.81 1FL I li3 \� FG 2540.55=2540.37 - 2541 - - - TYP 2- - - - - - - - - -2543 - - I MAX MAX TOP OF STEM WALL ELEVATION 2540.79 FL DG ROUGH GRADING DESIGN GRADE FL r ')1d� - 1 2540.4� EG O I V Y 2540.3� I � EG J m 2540.3d EG Nl I I 3: 2 40.5f L) I I EG I I 4:1 SECTION LINE 1 M 2 2540.5f a N 1 EG ;NISI I I INI 1 I 3:1 2540.35 LJ4V 12 2541.07 FG d N I Y - NNN 13 � 40.39 X Z II �o I SW 2541.39 1 FG SEE SHEETS Do 0000 1 32-33 FOR o 0� GIRR 't �0 8 NNN 14 1 XZII 2541.47 FG - :2 :2o NF-r I 1 ��� Y - NNN 15 40.35 11 X Z II SW 2541.75 �o FG Ln00 I 3.91 _ 8 N N� Ln u)Ian. 16 N NN _FYG I 11 xZo 3.92 2541.61 FG < �io FG Nam^ 5' I 8 o )/W 1 N N0 17 X Z" 5 3.95 2541.62 o S/ FGI FG -- --- 4046 o�N SW ��o v NNN 18 X Z a.gg 2541.33 �o FG FG - - - - I OR ro M No Lo 0 19 BLOCK 1 11 Z 11 2541.06 �o MATCHLINE SEE SHEET 06 / 2540.07 �/�/ WA. 2540.23 2540.05 2540.45 2541 TYP 3 rn �� FB-1 4 o �o VOL REQ: 729 CF N Ins VOL PROV:842 CF _ 5 p c11 HW=39.82 ` 8 1 n N CO Q Z�j BTM=36.82 I :2 :2o HSGW=35.93' O LO - - - - 0 N 1 N `O `° I o 2 N04�N Z X 00 c� 5; CD N 00 CO ( 1 N 't ;o 2541.10 ' u I 3 NNN 8 r HP X Z II I 0'0 �CD N -00 - - N J I N0000 I n/� I 1 4 N N I X ZN 0 60 _�o O O - - - - 33' N 5' r`i o B/c I S/W 5 N04 t� I x Z DD 0000 47' R/W ;:0 Ln 6 N Nln N 11 1 - I X ZN 00 c� � � Q I ` o N - - r M N N 1 o7 N N No 3 IBLOCK N 11 Q Z0 I M �o DOT ST. ,r \ 'J541 2540.86 2541.71 0 SW - SW F2541.S56W W N N NN 20 II N 0 II II I o u N 2541.48 SW o N c LO 7:1 N nj 5' N LOU-)19 S/W NN 1 33, B/C 2541.36 II II II a0 8 I SW 0 - - - - r NN 8 N o O` 2 6' TYP � a N NN 18 I l X O 2541.23 �� I N SW I N Ln 000 oo0 8 1 8:1 NNN 17 Tt �. 10 2541.10 SW x Z O �o 1 I N I 4 BSN-1 NNN I VOL REQ:15,538 CF N �o VOL PROV:15,691 CF Lo Lc)� 8 HW=39.68 N NN 16 BTM=36.68 x Z II HSGW=35.93 5; 2540.98 0 00 I 1 SW 't BLOCK 3 N NN 15 N MATCHLINE SEE SHEET 06 ---------------- ------------------- ,254� � - ,M - 0.49% 1254L.EiEiY - "r 2542.21 2542.66 25� 07 �EG 10 NNL 111 N a I ado 2542.63t nI nn EG 06 u7 5' N S/W 9 N NN II II II � I ado 2542.80t nI n nEG KEY MAP I TYP 2 N �^ N.T.S. 8 11 11 Plans Are Accepted For Public �0 Street Construction 2543.13t u7�- I EG By stamping and signing the improvement plans, the Registered Engineer the District that the to District -0 u7 u) - - ensures plans conform all 1 C14 policies and standards. Variances or waivers must be specifical- '4 ly and previously approved by the District in writing. Acceptance 7 N of the improvement pions by the District does not relieve the II N N I Registered Engineer of these responsibilities. f� Q ZQ I BY DATE: 4/6/21 ? � 25 ADA COUNTY HIGHWAY DISTRICT -- L -- EG v DO APN: 6 o LO LO N N N R0982010025 QCO a� I I NOT A PART 00 25 42.04± I� LO N -- -- �' EG N N Ni ro I N 5 NNN Z II II II 1 I 0 a �o I :2 2542,10± o LO EG N O) O) Ln � �:o 4 N NN BLOCK 5 N X Z I 2542.14f I N �o I EG MATCHLINE SEE SHEET 06 NOTE: d 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA C STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. a GRAPHIC SCALE IN FEET 0 20 40 80 NORTH N a a Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES oo�z U1 10+00 25441 'k W W 2 CO W W w z_ J 2 U Q I I BLOCK 1 21 I I 2rtPROP. STREETLIGHT SEE SHEETS 20-21 ECR 8 3 STA:10+ 37.26 OFF: 14.50IT I ELEIV:2540I28 - - - 22- SEE SHEETS 32-33 FOR j GRAVITY IRRIGATION LINE CONSTRUCTION _ STA:11+62.85 @P Y_ -C OFF:16.50'LT O TC: 2540.87 m _ _ 04 n N 25�1 W W _ _ I � W 11+00 _ --- �� W m,� I 5 . W DAPHNE ST - - -� �_ _ _ W_ z I 2541 U Lo TE N Q :10+37.12:14.50'RTBCR V:2540.35 1 STA:11+63.15 8 3 1 OFF:16.50'RT TC: 2540.96 I 2 L I BLOCK 2 OY C4 00 H Q Uj D 7 OO 00 +^ U U O n J Q H N DO Ln Q N M + M m(n (n� 0 v~ia o0 - - --2.00q_ - DO I_N - 2.00q +2 2540 25361 25341 10+00 50' VERTICAL CURVE K=16.8 U = m � r Oi CO OJ + + + N 't Lb NOLo QN LO N > H N N 0 n a d <n d w � M + N LO N PROP. GRADE N a AT - - - - - - - - y - - - - - - - - - - - - - - -- 0.98%; EX GRADE AT � 11 +00 w - Ln N O W 7 QD ZOOo W > +r� �� =±O Ld Op U O 000 Q N ~ O +0 Q N nfl U Q1N K m �(nd W ±� QN J QN Z - (n0 a � +2.00 12+00 10+00 2544 2544 W > Q O W 0 } N Ln m p 0 W O Ln > cn o 2540 2540 -2 OOq 2536 2536 2534 2534 10+00 I I I I I BLOCK 5 2 BCR STA:10+33.37 END OF CONSTRUCTION 14 [-OFF: 16.50'LT STA:11 +33.43 /OC:2540.66- ~t(W� W 541 N _w LU o11+00 0_ ILL! z E DAPHNE ST J_ _Q Nm _L�o � __ -2542 NBCR - - - - - - STA:10+33.63 END OF CONSTRUCTION OFF:16.50'RT STA:11+33.57 TC: 2540.79 5 BLOCK 4 APN: R0982010025 (NOT A PART) TIE INTO EX. - PAVEMENT WITH-T-- - 10:1 TAPER I I I � I � Ca b� 91 6 N X w I TIE INTO EX.J PAVEMENT WITH 30 10:1 TAPER APN: R0982000020 (NOT A PART) SEE SHEETS 32-33 FOR GRAVITY IRRIGATION (LINE CONSTRUCTION I w I� 2544 M fY M O +N w o EX. GRADE < U cc)AT LO mo N p �=o +0 UW (n 11 - - - N.QN------ ---------- am(na .61 PROP. GRADE AT OL 12" GIRR I N V: 2537.50 11 +00 1b rn 2540 2536 2534 12+00 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical- Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR EXCAVATE FOR THE BY DATE: 4/6/21 MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. NS CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ISPWC STD DWGS SD-712 & SD-712C, TYPE "CY. 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 14 CONSTRUCT CURB TERMINUS PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-707. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-301. SD-303, & SD-806. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. 30 CONSTRUCT 4' WIDE ASPHALT RAMP. NOTE: 1 4 '1.- 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH n i APPROVED PAVING CONSTRUCTION NOTES oou,z 11 10 9 I I I I N:5343.9697 N:5343.4629 I I E: 8929.8380 E: 8985.7668 P: 2540.68 P: 2540.55 N: 5344.3859 11 E:8883.9088 P: 2540.79 15 12 /N:5319.3869 E: 8883.6823 / P:2541.09_ N:5318.9687 N:5318.4619 / E: 8929.8380 E: 8985.7668 P: 2540.97 P: 2540.68 I STA: 16+76 60 25 / I CB-1A BLOCK 1 I STA: 10+88.50 8 OFF: 15.25LT 6 5 o o In J O In 17 RIM: 2539.79 o INV OUT: 2537.05 + co + Q25:1.13 CFS o_ o Qtoo:1.57 CFS SD MH 2 STA: 11+29.12 O OFF: 0.00 I O N 3 8 21 RIM: 2540.41 25 SUMP: 2534.92 INV IN: 2536.92 INV OUT: 2536.92 --- 2015LF0 - - - - - --- 0.30% N 22 41 LF / 0.20% 25� 24 25�11+00 U 12+00 O W WAPOOT ST BLOCK 1 13 STA:10+43.50 PC / PC OFF:16.50'RT -2541- STA:16+76.60 STA:16+76.6 - - - OFF:16.50'LT 24 OFF:16.50'RT I I PROP. STREETLIGHT SEE SHEETS 20-21 MATCHLINE SEE SHEET 13 LU I V O m SD MH 1 STA: 10+88.50 -OFF: 0.00 _ RIM: 2540.07 21 SUMP: 2535.00 1 / INV IN: 2537.00 INV IN: 2537.00 20INV OF : 2537.00 0.30% CB-16 - - STA: 10+88.50 OFF: 15.25RT 17 RIM: 2539.79 INV OUT: 2537.05 Q25:1.13 CFS Qtoo:1.57 CFS In N REFER TO SHEET 18 FOR ALL STORM DRAIN 2542 - PROPOSED OUTSIDE R/W � 19 8 3 1 =OC IK 3 -9-i CLn N 20 I I I I I 4 0 H W W 2 U) W W U) W Z_ J 2 U Q Q 0 O m 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 11 CONSTRCUT 6" THICK CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-710B 15 CONSTRUCT ALLEY SECTION PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG 803, TYPE I. 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-610A. 19 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. WELL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER OF THE BASIN. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 21 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 22 INSTALL 18" SDR-35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 19,10 17 13 15 08 12 08 16 11 14 2544 0 0 bi 0 O o O w "' Uj > ¢ 00 2544 KEY MAP TL=68.33' ZOO o o Oo O N NO Z J + ° Op o a NOTE: N.T.S. w z In ^o r- GO OIo IoO _° M O�OO = N U�� of n c. DO 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO J = O OM N N OMN In a N ¢ c BACK OF CURB, BACK OF HEADWALL, OR CENTER OF o O LON N N ± �NH EX. GRADE � U) a Z N PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. < ui,N to o 0 ��NZZo z�r�zo AT - Oo_ 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA a + o N m a " 00 ��ZZ a " ��� - - - - - - --- STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w a 0) It 0+0 +o �N�zzz U)v~i�?? --------------------- - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y m a �� o o� -���---- --� RAMP. a .. c� cna ------------m QN---------� .. n--------- +084% 3. REFER TO SHEET 03 OF THESE PLANS FOR w _ - - - - - - O o 00 N a HORIZONTAL CONTROL LINE AND CURVE DATA. 2540 - 0.40% -0.40% 2540 m PROP. GRADE rn AT 0 100YR HGL GRAPHIC SCALE IN FEET 4 0 10 20 40 NORTH i 12" SD ---- - 18" SD a INV: 2537.00 INV: 2536.92 CZ BRODY SQUARE 41 LF OF 2536 18" PVC @0.20% 2536 100YR FLOW:3.14 CFS PAVING PLAN & PROFILE a a MERIDIAN, ID 2534 2534 V WN, U A M N 10+00 11 +00 12+00 13+00 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical- Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR EXCAVATE FOR THE BY DATE: 4/6/21 MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES oou,z I I BLOCK 1 4 N am W 0) 3 2 1 O O+ > aI� J �o O d— } + Ln + a 0 � � y END OF CONSTRUCTI PROP. STREETLIGHT 0O N N o STA:14+54. SEE SHEETS 20-21P 0 O — w W 2 U) W W Cn W z J 2 U Q 2 13+00 24 14+00 23 Of ro ` `—W WAPOOT ST \ \� 23 I / 00 0_ O H I'7 7 w n N o, MATCHLINE SEE SHEET 15 o� N c0 Lo n W �Q �N LLO UH w6 <w 20 GO o ~ o `n BLOCK 3 O O 00 2544 2540 2536 2534 O un �----ECR -- STA:13+64.30 BCR OFF:16.50'RT 11 _STA:13+37.30 TC: 2542.21 8 3 1 .OFF: 43.50'RT — — — — — TC: 2541.83 END OF CONSTRUCTION STA:14+54.30 12 BLOCK 5 10 I W O Q 0 +�° o 0o � M n PROP. GRADE aN DO��N AT z No ------ 13+00 14+00 APN: R0982010025 (NOT A PART) 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712G. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG SD-1132A. 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG SD-1132B WITH THICKENED EDGE ALUMINUM WITH STRIPED DECALS. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 09 1 17 13 15 08 12 08 16 11 1141 N X O W H � o + N EX. GRADE 2544 KEY MAP k AT CL NOTE: N.T.S. c DO zz V 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO < BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 1 ------ PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. / 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA cc STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 2540 a 3 GRAPHIC SCALE IN FEET 0 10 20 40 NORTH i 15+00 2536 2534 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical— Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR BY DATE: 4/6/21 EXCAVATE FOR THE MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES oou,z I V I � m MATCHLINE SEE SHEET 12 I PC STA:10+43.50 OFF:16.50'LT 24 4 STA:10+43.50 25 \ I IN: 4601.9074 N: 4601.4363 E:8922.1827 E:8974.1806 \ P:2542.85 P:2542.53 N: 4602.3150 \ E: 8877.1846 \ P:2542.85 5 15 �S \ A� 1 �N:4577.3160 1 E: 8876.9581 I P:2543.10 I N: 4576.9083 E: 8921.9562 P: 2543.05 I 6 I I � - - -2543 - N:4576.4371 E: 8973.9541 1 P: 2543.00 1 7 2548 2544 %4.1111111111111 F446S-111 I I BLOCK 3 1 10 1 11 1 12 13 BCR I PC I STA:12+77.30 STA:10+43.50 I 2543OLT OTC:2 OFF: 8 3 1 8 3 TC:2541.42 41.42 :10+43.50 rFF:16.50'LT 2542 --- - - --- N W W U) 11+00 r 2s42 / 12+00 23 - - W _ _ _ W W Z IW APGAR ST I - - PT] coo STA:10+43.50 0 OFF: 14.50'RT N I a I 8 I 9 V' BLOCK 2 2 U - --- ---� 25427F 2 8 3 712+ 2543 I I PROP. ST SEE SHEETS 20-21 10 I 11 I 12 13 Q O m TL=68.33' / JI w z / I / O � o 0 = Lq / / � � 4 00 Ld ¢ Q / I ±� N� J+N m 00 LLI H O O In0 r +� O I PROP. GRADE = Q N Q N 2 N c� O N O r) o + + � a rn� _ rl ¢N I AT m ., c� <no m � „ c� nd .. n Q�N O +o m i2� fTl HN (� U)lL I �(nd r J �� �N z ------c� cna_-- +0.40% � QN cna --+0.40% / I -0.72% > N d I EX. GRADE +2,00% - - - - - - - - - - - - - --------------------- 10+00 11+00 12+00 13+00 2548 2544 IW4.11 to] 1 2538 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical- Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR EXCAVATE FOR THE BY DATE: 4/6/21 MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES 1T CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 11 CONSTRCUT 6" THICK CONCRETE DRIVEWAY APPROACH PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-710B 15 CONSTRUCT ALLEY SECTION PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG 803, TYPE I. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 09 10 17 13 15 08 12 08 16 11 14 KEY MAP NOTE: 'V''.- d 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 1. BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 94 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. GRAPHIC SCALE IN FEET 0 10 20 40 NORTH a a n i APPROVED PAVING CONSTRUCTION NOTES goy,= 2544 25401 25361 2534 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT CO) SECTION DETAIL ON SHEET 03. zO CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD = SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. a BLOCK 2 I I Q I I I BLOCK 1 I 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE I 3 I I 0 I 21 I 20 I 1g I 18 WARNING FOR PEDESTRAIN ACCESS PER ACHD 2 SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. MATCHLINE SEE SHEET 08 CB-2A O CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH STA: I 12+77.91 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER I I BCR I BCROFF I : 15.25LT I I I ACHD SUPPLEMENTAL SPECIFCATIONS STD DWGS PC 8 3 I ECR- STA: 11+63.15 I 23 1 STA:11+62.85 ECR 17 RIM: 2539.79 8 3 I SD-712 & SD-712G. OFF:16.50'RT OFF:16.50'LT-STA:12+39.44 INV OUT: 2537.05 STA:10+43.50 STA:11+52.44 I 1 Qzs:1.21 CFS O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD TC:2540.96 I 1 TC:2540.87 OFF:16.50'LT SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. OFF:16.50'LT OFF:16.50'LT Qtoo:1.68 CFS I TC:2540.39 TC: 2540.94 I 1 M _ 25 STA:10+43.50 _ - - I 1 - CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD W ILL SPECIFICATIONS STD DWG SD-702. LLJ 6 24 6 N LLl 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST �2 25411 2540.47 2540.FL 2Sgo I 2540 C/) VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER W 11+b0 2+00 9 13+00 14+00 W ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG LU I 30 LF O M m LI 18 NOT USED z -� 254� BROCK AVE -� 25�° I 20 0.20% z = I I = 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE U () PER PLAN. 23 Lo _ CB-2B� ADJUST MANHOLE RIM TO GRADE. PC STA: 115.25R1 I 25 INSTALL SURVEY MARKER. STA:10+43.50 OFF: 15.25RT I OFF:16.50'RT 8 3 1 7 25 SEE SHEETS 32-33 I RIM: 2539.79 � I PROP. STREETLIGHT FOR GRAVITY INV IN: 2536.9917 I SEE SHEETS 20-21 CO) M� _ j�� �_ IRRIGATION I 8 3 1 1 INV OUT: 2536.99 -- -- o a m �, o LINE CONSTRUCTION Q25:1.21 CFS I I I I ± D o± d N \2 Qtoo:1.68 CFS I a SA 1 Q m - 0 < 2\ REFER TO SHEET 18 U) FOR ALL STORM DRAIN I 10 I A3 PROPOSED OUTSIDE R/W 11 1 8 7 6 BLOCK 3 I I I I I BLOCK 3 09 10 17 13 15 08 12 08 16 L 14 2544 KEY MAP Lj z oU-) N NOTE: N.T.S. a o rn J to `' w Z o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a = O Z O N + o a ^ o � + BACK OF CURB, BACK OF HEADWALL, OR CENTER OF a o + a rn rn _ o PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Q N PROP. GRADE + o rn 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA _ °� •• a v + M a `! STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w cz cn� m � .. AT � � �In n� + 0 in D a c l + o '2 a LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A y \ -0.40% G? v~ a d N� a N RAMP. a -0.40% -0.88% ¢ N 3. REFER TO SHEET 03 OF THESE PLANS FOR w _-----� EX. GRADE -� 0 v~i�_--------------------------+0.40%- HORIZONTAL CONTROL LINE AND CURVE DATA. w i --------------- 2540 \ AT A - a - - - - - - - - / I 1 11 I��,, N +0.40% ----------------- 1 1 I z I 11� o OGRAPHIIC SCAOLE IN FEET 0 41 a E IJ J i 12" SD c INV: 2537.02 0 18" GIRR BRODY SQUARE INV: 2537.19 10+00 11 +00 12+00 13+00 14+00 2536 2534 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical- Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR BY DATE: 4/6/21 EXCAVATE FOR THE MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES oo�z rnmw" %m �w 2544 BLOCK 1 17 16 15 14 PC PROP. STREETLIGHT STA:16+76.60 8 3 SEE SHEETS 20-21 OFF:16.50'LT 04 — — — — — — — — — — — — — — — — — — CD W ' W W N W = = CO CO W 15+00 16+00 W DO Cl) 00�z r f BROCK RIVE ;16+76.60 z J J _ _ Q— — — — — — — — — — — — Q 75 25 PC 8 3 1 23 STA:16+76.60 OFF: 16.50'RT 5 4 3 2 1 BLOCK .3 0 n 0 U N N a CO) a 2544 rn to 0 Z 0 D + L2� _ n J c= EX. GRADE i mHN oA (0 C5Lo ----- — — — — — — — — — -------- -- m� Q N --- cD cna------ _—_ — — —0.40% 2540 PROP. GRADE 2540 AT q 2536 2534 14+00 15+00 16+00 2536 2534 17+00 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical— Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR BY DATE: 4/6/21 EXCAVATE FOR THE MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 17 @ M1 15 08 12 108 16 11 1141 KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. a Z GRAPHIC SCALE IN FEET 4 0 10 20 40 41 _`1 i n i APPROVED oou,z PAVING CONSTRUCTION NOTES 1D CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT y SECTION DETAIL ON SHEET 03. � II O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD CB-3A I I I I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. / STA: 14+18 / II BLOCK 2 a BLOCK 3 SEE SHEETS 32-33 / �" o/ OFF: 15.25LT (p I I REFER TO SHEET 18 6O CONSTRUCT PEDESTRAIN RAMP WITH DETECTABLE Q FOR GRAVITY ! h�//O� RIM: 2539.99 18 --' 'J� I FOR ALL STORM DRAIN WARNING FOR PEDESTRAIN ACCESS PER ACHD I 13 13 IRRIGATION\ / ti/ h� INV OUT: 2537.25 PROPOSED OUTSIDE R/W SUPPLEMENTAL SPECIFCATIONS STD DWGS SD-712 & LINE CONSTRUCTION J / ti Q25:1.65 CFS SD-712H, TYPE "H4", MODIFIED FOR 3" ROLL CURB. \ In o ! Qtoo: 2.30 CFS PROP. STREETLIGHT + In I I SD MH 5 STA:13+66.38 STA: 14+41 D CONSTRUCT MIDBLOCK PEDESTRAIN RAMP WITH MATCHLINE SEE SHEET 11 SEE SHEETS 20-21 �\ '? �i/ 2541� I � i I OFF: 0.00 DETECTABLE WARNING FOR PEDESTRAIN ACCESS PER STA:12+86.62 ¢ OFF:13.50'LT I ACHD SUPPLEMENTAL FOR PCATIONS STD ACCESS BCR I BCR o_ TC: 2540.46 I 21 RIM: 2540.36 SD-712 & SD-712G. OFF-15.00'LT n U) o I ECR STA:12+77.30 I 1 STA:12+77.30 ECR 8 3 24 TC: 2540.78 ,li w o0 7 STA:13+72.92 SUMP: 2535.15 23 STA:11+78.59 o INV IN: 2537.15 END OF CONSTRUCTION STA:10+91.59 OFF:16.50'LT > 12 OFF: I 1 OFF:16.50'LT STA:12+80.08 STA: 12+93.16 > + _ + OFF: 15.00'LT I INV OUT: 2537.15 8 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD STA: 10+00.06 OFF: 16.50'LT TC:2541.45 I 1 TC:2541.42 0 o TC:2540.43 I SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. - - - TC: 2541.57 - TC: 2541.21 OFF: 2540. 0 o O FF- 4'0. 'LT o M ¢ STA: 13+79.46 I I I o 1 TC:2540.80 ui C:2540.75 0 o a _I' L O CONSTRUCT 4' WIDE VALLEY GUTTER PER ACHD �- --- --- - -- - a �- OFF:16.50'LT - - 9 3 I + 1 -m v~i w N TC: 2540.40 20 15 LF O SUPLEMENTAL SPECIFICATIONS STD DWG SD-702. n v\ 6 6 25 0.30% n N W 24 2540.94 W 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK 24 2541.09 FL�25 24 = TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS FL 41 s U) STD DWG SD-1132A. APN: f' BRODYAVE 0. w 11+00 12+00 13+00 14+00 13 INSTALL TYPE III TERMINUS BARRICADES & "THIS -It of SO427333500 13 M-N �� N In ECR N m 9 m ECR m ROAD WILL BE EXTENDED IN THE FUTURE" SIGN PER (NOT A PART) `1 STA:12+80.08 � o. FL40 37 FL40 27 `-` c� STA:13+79.45 z ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG 2541 OFF:16.50'RT 6 6 o OFF:16.50'RT 22 23 LF @ J SD-1132B WITH THICKENED EDGE ALUMINUM WITH TC:2540.80 TC: 2540.. 0.20% I = STRIPED DECALS. n 23 STA:12+86.62 \ 23 / STA:13+72.92 n : � 17 CONSTRUCT TYPE IV CATCH BASIN PER THE LATEST _ _ _ _ _ _ _ _ _ - - - OFF:15.00'RT_= \ / �0 --OFF:15.00'RT - - - - - N Q VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-604A. INSTALL TYPE III GRATE PER TC:2540.77 BCR \ / p0 BCR �0.43 20 15 LF C� ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG STA: 13+54.37 � \ ! STA: 13+54.23 0.30% OFF:178.06'LI� OFF: 211.06'LT -2541 SD-610A. 25 TC: 2540.7 TC: 2540.66 CB-3B I g 3 7 I o w o I SD MH 4 STA: 14+18 18 CONSTRUCT DUAL TYPE IV CATCH BASINS PER THE END OF CONSTRUCTION > 0 s 3 1 MATCHLINE SEE SHEET 08 12 ao u7 Q 0 STA: 14+18 OFF: 15.25RT LATEST VERSION OF THE ACHD SUPPLEMENTAL STA: 9+99.94 In I rr M N I I I SPECIFICATION STD DWG SD-604A. DROP INLETS rr OFF: 0.00 17 RIM: 2539.99 4.5' I 10' + o a ± o r' RIM: 2540.27 21 INV OUT: 2537.25 SHALL BE TWO COMPLETE STRUCTURES ABUTTING SLOPE 1 + D a _ Ir SUMP: 2535.20 Q25: 1.65 CFS EACH OTHER CONNECTED WITH 12" PIPE. INSTALL ESMT. 1 2 a , n n 4 5 6 z INV IN: 2537.20 Qtoo: 2.30 CFS TYPE III GRATE PER ACHD SUPPLEMENTAL H li BLOCK 4 = INV IN: 2537.20 SPECIFICATIONS STD DWG SD-610A AND SAND AND PROPERTY LINE 0 I I I a 1 21NV OUT: 2537.20 3 GREASE TRAP PER ISPWC STD DWG SD-624. I I I I O BLOCK 5 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE W PER PLAN. 21 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 22 INSTALL 18" SDR-35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 24 ADJUST MANHOLE RIM TO GRADE. 25 INSTALL SURVEY MARKER. 09 10 17 13 15 [08 12 08 16 11 14 2544 0 U) o w 0 0 2544 U) oorn a m o ooN o Nln KEY MAP NNr zo o+� a- oc 06Nl��� o�.M o NOTE: N.T.S. 0 ¢ r70 z +oI)n MM� wo 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO o aN + ' _ � ��wro+- o n+o0�N zcDOo BACK OF CURB, BACK OF HEADWALL, OR CENTER OF f1 N Z In N H J w n o n a N z_ z_ 0 0 - _ ��..z �+ o PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. Py `V[PROP.o + a 00 .. z-o- - - _ 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA z GRADE Mom_ o�>>> N o ..�------- N - In w� z z z + o a >> a N STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. AT /r n t o z z a I.- -- ---------- -0.44% NNE-- �(n LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A C11I J �' RAMP. - - - - - - _ _ _ _ _ -0.40% _ _ _ - - _ I \ / (5 N a 3. REFER TO SHEET 03 OF THESE PLANS FOR 2540 EX. GRADE)j 1 I HORIZONTAL CONTROL LINE AND CURVE DATA. ----------- I I -0.40% 2540 AT II 0 100YR Z N N HGL GRAPHIC SCALE IN FEET - - - - 0 10 20 40 = 18" GIRR INV: 2536.43 12" SD 18" SD BRODY SQUARE INV: 2537.20 INV: 2537.15 2536 23 LF OF 2536 18" PVC @ 0.20% PAVING PLAN & PROFILE 100YR FLOW:4.60 CFS 2534 2534 10+00 11+00 12+00 13+00 14+00 15+00 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifcal- Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR BY DATE: 4/6/21 EXCAVATE FOR THE MARKING OF ADA COUNTYHIGHWAY DISTRICT UNDERGROUND MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES oo�z 1O CONSTRUCT PAVEMENT PER LOCAL ROAD PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' ATTACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. BLOCK 3 O CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD 15 16 17 I 18 19 20 SUPPLEMENTAL SPECIFICATIONS STD DWG SD-702. O 23 ADJUST WATER VALVE BOX AND COVER TO GRADE. 0 ECR 0- 24 ADJUST MANHOLE RIM TO GRADE. STA:18+11.69 OFF:16.50'LT 25 INSTALL SURVEY MARKER. 8 3 I 8 3 TC:2541.83 I I I o W `n � LLI W LU W 15+00 0 39% 16+00 I 17+00 0.41 % 18+00 W (n 24 ro m i I � (n w 23 N BRODY AVE 2547 z z J J _ _ C) — — — — — — — — N — — — Q :�_2541 � 2542 8 ECR 3 1 PROP. STREETLIGHT-----( I 8 3 1 STA: 18+11.69 SEE SHEETS 20-21 OFF: 16.50'RT TC: 2541.83 4 5 E 7 I 8 9 10 BLOCK 5 09 10 17 13 15 08 12 08 16 11 14 Cn Cn 2544 z u7 o 0) o 2544 J + KEY MAP =Do� Q u7oN 0 0 ••� +Ci NOTE: N.T.S. w o Q Ci 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO Zc000� EX. GRADE ��------------ o o R OF to z \\ BACK OF CURB, BACK OF HEADWALL, OR CENTER _ � o N w PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. _________ I� ---- aN-------_---- ____------- ---------- ~---------------------- 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA ° ---- - — — — — — — — — — — II \ — — � � STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. > :2 In a LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y +0.40% RAMP. PROP. GRADE 3. REFER TO SHEET 03 OF THESE PLANS FOR 2540 AT 2540 HORIZONTAL CONTROL LINE AND CURVE DATA. a Z GRAPHIC SCALE IN FEET 4 0 10 20 40 41 _`1 i 2534 15+00 16+00 17+00 18+00 2534 19+00 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical— Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR BY DATE: 4/6/21 EXCAVATE FOR THE MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES oou,z ST 0 BEGIN E STA:1 OFF: ELEV: APN: P 4273335( )TA PAR 2544 2540 2538 2O CONSTRUCT PAVEMENT PER MINOR ARTERIAL PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. SIDEWALK MUST BE t0.5' FROM BLACK CAT ROAD CENTERLINE ELEVATION. 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG SD-1132A. 14 CONSTRUCT CURB TERMINUS PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-707. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-301. SD-303, & SD-806. CONTRACTOR TO FIELD FIT TO MATCH EXISTING PAVEMENT FOR IMPROVEMENTS WEST OF BLACK CAT ROAD CENTERLINE. 25 INSTALL SURVEY MARKER. W 29 PAINT 4" WIDE EDGE OF LANE STRIPE (WHITE). W Cn 30 CONSTRUCT 4' WIDE ASPHALT RAMP. W W 07 W z_ J 2 U Q ~0 0 +{ OO 0 ii o0 O O p+N _ + � .+i D + 0 (.JQN m UO� �QN H+� �±� L0 �+{ ON 0LI)0 O+i 0 O NO O (0 (P v~ia (n (n 11 (7j�� Q(V U�� H+ N� H+ �O 01 O W0i+i Z O N++ M O+i 0 O+i W +i 00 .--------- Q (n H .. (nd EX. GRADE QH U)U)L Q N .. U�� �a(.0 �(4 y�� H+ �Mo n 204 a+ O O (O +o O +`� r'') +Ln z ��+`q O ------ -----_ AT QH..U�2 U)U)L Qom .. 3aN <V) ��� �r77 C�� D't0 0 ��0 U� S��O 0Q ----- (nN(1 ~HN QHN QN Q(4 ~ LO 04 ------- — --- ------------ — — — — — — — — — — — — toN(1 z na nUna vav~ia uQv~id �vaiv~a 10+00 11+00 12+00 13+00 14+00 09 10 17 13 08 12 15 08 %% 11 114 KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. 2544 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. z GRAPHIC SCALE IN FEET O 0 10 20 40 2540 2538 Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical— Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR BY DATE: 4/6/21 EXCAVATE FOR THE MARKING OF ADA COUNTY HIGHWAY DISTRICT UNDERGROUND MEMBER UTILITIES n i APPROVED PAVING CONSTRUCTION NOTES oo�z 0 Of Q +I 3 EX. GRAVITY IRRIGATION CD EX. 21 SEWER w +I D- o N MANHOLE AND PIPE. 0 T SECTION LINE r'"-'-' 'CO � � w +I Er x w - O Q N W - x W - - - - _ cn w T-2540.15-2540.21- T - 07 EX. 12" WATER � 2540.32 �- w o �, - I P N BLACK CAT RD f P w W 15+00 P Q o 16+00 17+00 18+00 fn--------------------------------------�-- J-------------6�_� o --- ------ -------------------I -------------------- N-4-----------------------------------------------b�----------------------------------- ------ n OJ N ILL!O L of m z N M - 2540 - - J o _------------o--------------------- ------------------------------ C) o D_ 2539 \ Q -----_ -- ---"Of --- - - -- - - -- - --16 - 4 - 2-------- -- _-_----------- --- _-- --2538---------- G --cam T l I - - - 2540.47 - - - - 2540.37 - - - - - - - - - - - 2540. SW SEE SHEETS 32-33 SW END DITCH FOR GRAVITY REFER TO SHEETS STA: 17+61.54 IRRIGATION 06-07 FOR BASIN OFF:20.95'RT LINE CONSTRUCTION GRADES AND SIZE ELEV:2537.95 2541 BEGIN TAPER STA: 19+89.13 OFF: 7.06'RT P: 2540.93 END DITCH STA: 19+73.06 OFF: 21.01'RT ELEV: 2538.29 i40.46 - - 19+00 - ��------------------------_---------- - --- ------------------------------------------ - -2539 _ _ -_ = 29 = 16 _ 4 - 2 _ -_ \� ---------- -2539-------------------------i'--�/ 2540 -- --- --- 2540.56--- BEGIN DITCH 20' SW -} END SIDEWALK �STA: 17+95.05 22 WATER I STA: 19+89.0112 OFF:20.84'RT ESMT. �� . - -� - - OFF: 2506'RT 2. ELEV: 2538.29 2O CONSTRUCT PAVEMENT PER MINOR ARTERIAL PAVEMENT SECTION DETAIL ON SHEET 03. O CONSTRUCT 5' DETACHED SIDEWALK PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-709. SIDEWALK MUST BE t0.5' FROM BLACK CAT ROAD CENTERLINE ELEVATION. 12 INSTALL TYPE II TERMINUS BARRICADES AT SIDEWALK TERMINUS PER ACHD SUPPLEMENTAL SPECIFCATIONS STD DWG SD-1132A. 16 SAWCUT AND REMOVE A MINIMUM OF 2' OF EXISTING PAVEMENT PER ACHD SUPPLEMENTAL SPECIFICATION STD DWG SD-301. SD-303, & SD-806. CONTRACTOR TO FIELD FIT TO MATCH EXISTING PAVEMENT FOR IMPROVEMENTS WEST OF BLACK CAT ROAD CENTERLINE. 29 PAINT 4" WIDE EDGE OF LANE STRIPE (WHITE). 30 CONSTRUCT 4' WIDE ASPHALT RAMP. END SAWCUT STA: 20+39.12 OFF: 0.00' P:2541.46 20+00 2 +39 ---- -------------------- END EOP / STA: 20+39.12 - - OFF: 3.86'RT- - - P: 2541.45 APN: SO427325830 (NOT A PART) 2544 O N 2544 0 0 0 0 0 0 0 O O o O-H O 0 O� O 0-H LDO O-H +� +� NO- NLO W 6�O _ z O� J H+ O-H Or'"7 o-H LO �-H Orr) � O o+l u70 O oii 0� O o+l Ln O O� O OO u� O� H+ H+ m O j ON It) LO OQN z H S"t O H+ N p+ J cD p H+ N H+ N H+ M H+ O H+ p0 O 6) O U It) Q N Q H W VJ f1 UU�u7 Q Q N U�� ?i N 0 U�� ?i N Jc00 J�O U �r_0 J� � U�� N �QN lnNO_ n na Q QH .. Q N QH .. Q QH .. 3- 0 �QN I f) �QN ?i Q N Q N Q� � Q N Q- (n (n 0_ n no cnV) n no Q� .. co 0.- Q� .. u)cna- Q� .. coma_ •• Ncna EX. GRADE (n (n 0_ -------- AT- ------------ -------- ------------ ------------ 2538 2538 15+00 16+00 17+00 18+00 19+00 20+00 NOTE: j 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 09 1O BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 17 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 13 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 15 RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 08 12 08 Plans Are Accepted For Public ' Street Construction . 16 By stamping and signing the improvement plans, the Registered 11 14 Engineer ensures the District that the plans conform to all District K„a,,,,,,A ftbdelow policies and standards. Variances or waivers must be specifical- Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR KEY MAP EXCAVATE FOR THE BY DATE: 4/6/21 MARKING OF N.T.S. ADA COUNTY HIGHWAY DISTRICT UNDERGROUND MEMBER UTILITIES z GRAPHIC SCALE IN FEET41 0 10 20 40 n i APPROVED STORM DRAIN CONSTRUCTION NOTES -a�z owo 0 1 z �ov�z o Q�wi 2s40 2540 2541 I 25b'0 2540 BROCK AVE I I I kj� II REFER TO SHEETS 08-15 FOR ALL STORM DRAIN 2541 II PROPOSED WITHIN R/W 2sR� I jj I I I I I I I I' 2SA2 j i 15' DRNG j I ESMT z3 jI jl I I I I I I I I jj I I I I I I I jl 22126 LF ® END SECTION 2 j 20% N: 4903.79 28 E:9153.93 I 8 RIM: 2538.74 7 6 5 4 I 3 I INV IN: 2536.68 j 1 BLOCK 3 I' 26 FB-2 I VOL REQ:1,265 CF j I VOL PROV:1,308 CF 19 j I TOB=40.18 ------- it HW=39.68 I BTM=36.68 f26 BSN-1 I HSGW=36.11 VOL REQ:15,538 CF SD MH 3 I j 29 LF VOL PROV:15,691 CF N: 4876.31 j I 22 TYP. E: 9144.68 0.20% 33 HW=39..18 H W=39.68 RIM: 2540.75 21 I 18 LF ® BTM=36.68 SUMP: 2534.74 I I 32' 20 0.10% HSGW=36.11 INV IN: 2536.74 IINV OUT: 2536.74 -- 1 ----------------------- --------------2539------------- ---- - - - - - - - 2540 \ \ \ \ \ 3.1 r7 2538 r i r i ---2537------------------- ------------ - --- ------------------- ----------�-------------- \ \ END SECTION 3 \ \ 2532538 I ri 7: 2538 \ \ N:4908.63 2539 2539-,�- -- ------------------------- \ \ E:9161.3828 \------------------------- 2540--- \ \ RIM: 2538.89 \ 318' \ \\ INV N: \2536.68 335' 9 \o \\\ \\ \\S� i 11 22 0 95% s� \ \ I ' s, I SDMH6 N: 4903.99 \ j j E: 9180.45 21 RIM: 2540.87 1 SUMP: 2534.87 INV IN: 2536.87 INV OUT: 2536.87 I 144 LF Q .207 1 � N I Ij II I I I I I II \ jl 14 15 16 17 I 18 BLOCK 3 II 15' DRNG ESMT / II 2542 1 REFER TO SHEETS 08-15 1 2541 FOR ALL STORM DRAIN I j 2541 PROPOSED WITHIN R/W j - - - - - - -jl - - J E v I � I � I \I 2541 \ \ I 1 \ I 1 • I 1 I I REFER TO SHEETS 08-15 FOR ALL STORM DRAIN I I PROPOSED WITHIN R/W I I I I I 1 END SECTION 1 1 N:5275.91 E: 9157.30 28 110, 1 RIM: 2538.86 INV N: 2536.82 1 TYP 33 I I 18 LF Q 20 N 1 0.10% 1 TYP. 27 23' 1 - I I -�- I 2248 LF @ O 1.20% Q 2541 FB-1 26 VOL REQ: 729 CF VOL PROV:842 CF TOB=40.18 1 HW=39.82 1 BTM=36.82 HSGW=36.11 I 1 I I I 1 I I I 1 19 20 N I N I I I 1 I I I 1 1 I I I 1 i I kill I 1 I I BRODYAVE 2541 7j/ I � I ,f----r------�--- - - --- -------�-T---- _T - -- --- --- - i Plans Are Accepted For Public Street Construction V By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District Krow Aft below policies and standards. Variances or waivers must be specifical- Call before you dig. ly and previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS of the improvement plans by the District does not relieve the IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR EXCAVATE FOR THE BY DATE: 4/6/21 MARKING OF ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES 19 CONSTRUCT OBSERVATION WELLS PER THE LATEST VERSION OF THE ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-627. WELL SHALL BE INSTALLED A MINIMUM 20' FROM THE PERIMETER OF THE BASIN. PLACE THE WELL IN THE SIDEWALK FOR PROTECTION WHEN AVAILABLE. 20 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 21 INSTALL STORM DRAIN MANHOLE PER ACHD SUPPLEMENTAL SPECIFICATIONS STD DWG SD-611. 22 INSTALL 18" SDR-35 PVC PIPE OR APPROVED EQUAL. LENGTH AND SLOPE PER PLAN. 26 CONSTRUCT INFILTRATION BASIN WITH BENTONITE LINED FOREBAYS PER ACHD BMP 10. SEE DETAIL ON SHEET 19. 27 INSTALL ARMORED PIPE INLET & OUTLET PROTECTION PER ACHD BMP 10. 28 INSTALL METAL END SECTION WITH TRASH RACK & OUTLET PROTECTION PER ISPWC SD-628. 33 ARMORED SPILL CHANNEL, ANGULAR RIPRAP, 6"-12" NOMINAL SIZE WITH NONWOVEN FABRIC PER ISPWC SECT 206 & 2050. MIN 0.5-FT DEPRESSION, 10-FT WIDE. LNON -POTABLE UTILITY CROSSING. MAINTAIN SEPARATION PER IDEQ STANDARDS. KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. a 3. REFER TO SHEET 03 OF THESE PLANS FOR w HORIZONTAL CONTROL LINE AND CURVE DATA. z GRAPHIC SCALE IN FEET 0 10 20 40 NORTH I a n I APPROVED 2- 0 0 < a3 i If w a o0 o� I � r 1 O x 0 0 0 03 0m pN O 'ozo I.a I,V_ ':I;,"EFI,''.L -- '.Ilia _ N":EL A '. T'.I N '. i I _ILA. AL-, LEI I ==F'DI l '.'I. A II.I II a I" Fh M-'I i - F TF -EL .yA Y ! FE. F A PLAN N.T.S. F . EL _ „ II -H. FE c.'_'- I _ - F '1 LEFTI -'`E ETc H- IF:AVLL ,o �I FF I'I': l - aILE '.''IL, P;A, L 'I" E VA ISrl L N ;1A'.11 ct '1: _I' LErT-1 -_ - 1.11[; EF.=.�Ar I. Ear'_>I EFL F�:J'�-P FFrL it=-_L SECTION A -A N.T.S. rr T; l- i"-L A LI'_-il _ _ N: -mil Ir FL, LIT- F'_'IOFF I. _ _ _ F-4F .t _FM .TEF -1 F F F _ �/,F Ik U.I�HI '�IhRAI!' FI�.NI II a;�al II , I I I ,�1 I IIII. � •I u�I: I sn rn .I, r'-. �I<�,I I all ..1� �.. LUdE H',' 1_ ME I AVEL� LE'EF; F F F ; E'''_ 1.1- 1I MA- }PE PF FIT'._H 'eVID--I �FNC -TH E' L l r I_II.'_ LIF EN Fr IT I I[ -`.DEL F'_F I'IC EEL _. ='JE=L A-TEFrIA'_ L� H T iLTFFSF--I-I1 r -FINISH GRAPE �r\ % 1 A, 3) I� PLAN CONCRETE COLLAR N.T.S. 4 a > -I n � SECTION CONCRETE COLLAR 1 N.T.S. rl 7 - �- -I SECTION N.T.S. L017 ACHD S'EVISIGN IDAHr .faNGAFJS FITR [_E I W hhlS C��(J I' 1v1 fG �TANDA.RD CNA WIP;G cL,N',TPUCTluN (-,[?`jE ,V1Tk )1vj WELL C) Ll A. C:HD >UPPI.FMFNTi 1 OF :_• L EGEIJD �1 W IL CiER DIA. WAIEF r' (,ALVAHIZED 57FEL ELM DOWN _I_:VER A%, :ANI�IER j _ OR - 5-ILT LID 'NIIH T/ I6 HEAL AND SAL 1HREAD`_ a LL_LL � CONL RE:E ICOLI Pj, C LAS S, 300E (I PVC SE TC1 IL_) +/ E CIA HI OR SL T- CUT INT F'PE AT "ENTER 1� TBA F WIRE HALL IF lACFL, CIA , UTSIDF FV1 PIFF MINIIAUM 1- CAI frliU; T r 'NL•LF- !n JUCTO _Y'PER WILL INS ILArI':N I(, . .HALL EL ;RELN WITH DNPE� DIAAL tF :;C.'IL PIPE SHALL 3L PV_. AS1M D-303N �ER �`_'. W=LLB L'ACr:F'LLEJ IN A PIT ILI?_[,L b- PIPE_ DR LLED WELLS MA ISE A PIPE i.r 1W IVPN FILTE FABF APTIINC OPENIN_S AND P ^FM. FABPI C ES ;:HIP'/DFAIN PCSF. l� P I f U-rLF JE FIBER Prll RCEMF T AT 1 1 _K l 1 BACIELL MAIEPAL TO MAT H STOPA E MEGA P 78`EP✓AEON WELL; L ICA EL. W IHIN A BMP FAC1LrY USE PIPE BLLDII LHIF I OP E'L`L'2VA ON WL LS LJ ATED n�.LT IDE E''AP TAI ILIHLS G,2;lUNDWATL. :-,HSERVAT'oN WELL- ARE F,)F N;-A�U REMCNI GI Sk _LJ IvDWAT Ell LEVELS WITHIN OR NLI:P ETnRM DBAINACE FACLIT ES TtiS 9ETAIL FCR WELS INSTA_LEE; EY DRILLING OR B 1.':_:AVA'_D FITS 3. L �ATICN OF ._ROUNDWATEP IESEPVATIC'fN WELLS `HALL BE AFPRnVED RY A,ED 4. oISSEFVATlorl WELLS N'lr ALL(IWEU IN C-,.IP.B LR VALE, 601TER S 'll'UN 2C 1 7 ACHD 1.EVISI11N I lAHr1 IAN )AKLIS F IR ZUBLI.. Wi;Pi' -0NSTPIII T1.1rd -4.CH6 5,1 FREEMEN T j 5' TRANSIITION STD 3' ROLLED CURB SECTION STD 6" VERTICAL CURB (PER ISPWC SD-702) I (PER ISPWC SD-701) FORMED EXPANSION JOINT ERIAL SHALL BE INSTALLED ANDS OF TRANSITION SECTION CURB TRANSITION DETAIL (MODIFICATION TO ISPWC SD-707) N.T.S. Rn _f I J C? v lI/\ EIS STANDARD DRAWING C-E _�'EFVAT1(-lN WELL_ SD-627 ;F 15.5' ACCESS ESMT 14' IACCESS I ROAD I I I 2.0% 7M qX GRASSCRETE/ GRASSPAVE OR 10" OF 6" MINUS APPROVED EQUAL PITRUN GRAVEL PROP.18" COMPACTED TO STORM DRAIN 959 DRY DENSITY TYPE 2 ACCESS ROAD SECTION PER ACHD STD DETAIL 03 ARMORED SPILL CHANNEL, ARMORED SPILL CHANNEL, ANGULAR RIPRAP, C-12" NOMINAL ANGULAR RIPRAP, C-12" NOMINAL SIZE WITH NONWOVEN FABRIC PER SIZE WITH NONWOVEN FABRIC PER ISPWC SECT 206 & 2050. MIN ISPWC SECT 206 & 2050. MIN 0.5-FT DEPRESSION, 10-FT WIDE. 0.5-FT DEPRESSION, 10-FT WIDE. MAX. W.L. = 2539.82 1' FREEBOARD FREEBOARD MAX. W.L. 1' FREEBOARD MAX. W.L. - 2539.82 FREEBOARD ............................................................................................_ .= ..2539.82 . METAL END SECTION METAL END SECTION / 15' WITH TRASH RACK & WITH TRASH RACK & 3 12" ORIFICE PIPE �7 RIPRAP AT OUTLET RIPRAP AT OUTLET 12" ORIFICE PIPE N (BMP 11) / 6" BENTONITE CLAY (ACHD SD-628) (ACHD SD-628) (BMP 11) 6" BENTONITE CLAY - - - - - - - - - - - - - - - - LINER ON FOREBAY. �� LINED FOREBAY PRIMARY I I PRIMARY - - - - - - - - - - - - - - - - -- LINED FOREBAY \� LINER, ON FOREBAY. 6" SOIL OVER CLAY LINER / ELEV = 2536.3 12" PLASTIC CAP CUT PER ORIFICE HSGW ELEV = 2536.11*J DETAIL THIS SHEET VEGETATION. COORDINATE J WITH LANDSCAPE PLAN. ASSUMED INFILTRATION RATE: 81N/HR (BASED ON GEOTECHNICAL REPORT PREPARED BY ALLWEST TESTING. PROJECT NO. 519-522G. DATED MARCH 4, 2020.) INFILTRATION POND NOTES: INFILTRATION POND *HIGH SEASONAL GROUNDWATER DATA PROVIDED BY ALLWEST TESTING. PROJECT NO. 519-522G. DATED 01/2021. 1. IF GROUNDWATER IS ENCOUNTERED HIGHER THAN INDICATED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR. 2. CONTRACTOR TO HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER POND IS FULLY EXCAVATED. IF THE PERCOLATION IS LESS THAN SPECIFIC BY THE SOILS REPORT AND ENGINEER (8 IN/HOUR) REDESIGN OF THE SYSTEM WILL BE REQUIRED. 3. ACHD STAFF MUST VERIFY THE INFILTRATION RATE AFTER THE FACILITY IS FULLY EXCAVATED. CLAY LINER IS NOT DESIGNED FOR INFILTRATION. INFILTRATION RATE MUST BE <0.5 IN/HR. 4. PLANTING & SLOPE FINISH TO BE COORDINATED WITH LANDSCAPE PLAN. DETAIL 2" AMENDED TOP SOIL W VEGETATION. COORDINATE WITH LANDSCAPE PLAN. CUT OPENING AS ON END CAPS. OPENING INV = PIPE INVERT �6 SOIL OVER CLAY LINER 12" PLASTIC CAP r ELEV = 2536.82 CUT PER ORIFICE >11 DETAIL THIS SHEET. HSGW ELEV = 2536.11* ORIFICE DETAIL N.T.S. 47' R/W 1 16.5" I 16.5" 1 5, B/C B/C I 5, S/W S/W 9.0% 2.07 I _ CONCRETE SIDEWALK J \-3" ROLLED CURB & GUTTER PER ACHD SUPPLEMENT PER ISPWC SD-702 TO ISPWC SD-709 PROP. PAVEMENT SECTION PER 3" ROLLED CURB & GUTTER "LOCAL ONSITE PAVEMENT SECTION" PER ISPWC SD-702 DETAIL ON SHEET 03. TYPICAL LOCAL STREET SECTION N.T.S. 50' R/W I � I 16.5' 16.5' I B/C B/C I S/WI IS/W 9.0% 2.0,- CONCRETE SIDEWALK- �3" ROLLED CURB & GUTTER PER ACHD SUPPLEMENT PER ISPWC SD-702 TO ISPWC SD-709 PROP. PAVEMENT SECTION PER 3" ROLLED CURB & GUTTER "LOCAL ONSITE PAVEMENT SECTION" PER ISPWC SD-702 DETAIL ON SHEET 03. DAPHNE ROAD TYPICAL SECTION N.T.S. 30' EX. R/W LOT LINE 50' 25' PROP. R/W L/S BUFFER PROP. VINYL 17' 13' I f WALL EX. I PROP. EOP 5' 2' (VARIES) pRMP. S/W 1 PROP. GRADE 3' GRAVEL 1' BENCH EX. GRADE--,,, I 4) 2 0% SHOULDER BENCH MATCH EX.. 1 PAD GRADING AND PROP. PAVEMENT PER MINOR SWALES PER TYPICAL ARTERIAL PAVEMENT SECTION PAD GRADING DETAIL DETAIL ON SHEET 03'. PROP. EOP PROP. 12" PVC FUTURE UNDERGROUND IRR. LINE. ELECTRIC BY OTHERS CONCRETE SIDEWALK PER ACHD SUPPLEMENT 4:1 MAX TO ISPWC SD-709 BORROW DITCH PER ACHD 3:1 MAX STD DWG DTL 05 BOTTOM WIDTH: 2.0' TOP WIDTH: 12.5' BLACK CAT STREET SECTION DEPTH: 1.0' NOT TO SCALE INFILTRATION RATE: 81N/HR BLACK CAT TYPICAL SECTION N.T.S. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE: 4/6/21 ADA COUNTY HIGHWAY DISTRICT x .. =Inoo � jw a YXrLLo Iln iui _ APPROVED STREET LIGHTING AND SIGNAGE NOTES rnmwp UNwrc REVISION 1_2022/02/01: ADDITIONAL STREETLIGHT ALONG BLACKCAT ROAD. 'p 6551 6, s 2/1 /22�0 0 �9ti �TF OF \'SF C,� SON Mc50� MATCHLINE SEE SHEET 21 I I I I BLOCK 1 20 I I I I 22 I I 21 5, S/W : I I / I 6 B/C 47' R/W — / 3 2 54540C / Lij I � — — — I Y J U : -- —o M m W DAPHNE ST IO • m I 54489C 2 I I I I 2 I I I I I I I I I EX. 25'1' PROP. 50' I R/W R/W I 3 I I I II I I l I I I I I l I l I I I I I I I � 4 SECTION LINE I l I ~ i I I Y ; I 8 BLOCK 3 MATCHLINE SEE SHEET 21 9 BLOCK 3 14 I 47' F---T — —---------------- -- T — —--------- I I I BLOCK 3 I I I I 10 I 11 I 12 I I I I I 2 54490C W APGAR ST U M cl -7 F- _7 54d N MATCHLINE SEE SHEET 21 I I 3 BLOCK 5 5' I� I S/W I PROPERTY LINE I I I 2 I I LO I I DAPHNE ST —o M m 5 6 I V) I I 5 L I I I I 4 3 BLOCK 4 V N 2 I Q I I OQ I I I I I 6 I 7 I 8 I I I I 9 I 10 I I I I 11 I 12 I 13 I I I 14 I I I I I 1 55628C I I I BLOCK 2 I g/W I I I 4T S/W 1 I 1 — R/W — — -- -- PROPERTY LINE APN. I SO427333500 I I (NOT A PART) I I I APN: R0982000020 (NOT A PART) CVE- APPROVED FOR N.ICANY CONSTRUCTION T^r5r pars and nl 5prri lr.ltl'ns ha;r hrnr rr fir'Nrd rn, rampllanre & th Meridian City Standards and Sperdrnbnrs T^ a review does rot rehe.e the owner e11(14i^Ber or '.""actor of the responsibility to design and or (-onstrwl If' ase fa( -dales �rcompllan" .1- all (L.•rent apple( able feder.l _ Slave and lo(.a awl, rl, el n•yulahors nrdinan(es deve opm-'t .j emir IV, �pe� ih(.aUors nrders or aprrrnrals all of which the City retains the nq^t to enforce In._onsls;enr es not notec' by Cty staff shall not be construed as approved ess spcuf. ,_a ry addressed in wr Orq by .,,c. Cdy An, ;;"'posed re. scan to thew plans must be "'bmdted for review d�a wmpllan(-e n?r the A1er,dian C,ty Standa,ds and Speb hc,jbons be'ore sa d •e. sion f Amanda McNutt 04 06 2021 N.imv Uale Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES �2 INSTALL TYPE II STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. ❑3 INSTALL 30"X30" STOP SIGN WITH STREET NAME SIGNS PER MUTCD R1-1 AND ACHD STD DWG TS-1114. ® INSTALL 24"X30" 25MPH SPEED LIMIT SIGN PER MUTCD R2-1 AND ACHD STD DWG TS-1114. ❑5 INSTALL 12"X18" NO PARKING SIGN PER MUTCD R7-1 AND ACHD STD DWG TS-1114. © STOP BAR PER ACHD STD DWG TS-1112.10. STREET LIGHTNING NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS: //CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. SIGNING NOTES 1. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. N.T.S NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO a BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE o UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A o RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL ; CONTROL LINE AND CURVE DATA. Y GRAPHIC SCALE IN FEET 0 20 40 80 NORTH X ..-- d , o z /w�a K-w Y X r O n i APPROVED I I I APN: I APN: SO427325830 I SO427325702 (NOT A PART) (NOT A PART) I I j I I i I I I I I i i I' i I I I II I . I I I I I F I I 11 T I I I I I I I 12 I I I I O � I 13 I PROPERTY LINE I I I I I I I I I I I I BLOCK 1 I I I I I I 10 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 I I I I I I I I I to to U I I I I Y I i I I V j I I ml� 22 I 14 I EX. 48' I PROP. 50' R/W R/W — — — — I I I I I I I 15 I i I 16 I I • I I I I I i I I i I I 1 5 492C I I 54485C 2 I I 17 s/W -- I I SECTION LINE I II I 18 I i I I I i I I BLOCK 1 19 I I I II I I I MATCHLINE SEE SHEET 20 j t54483C I 1 I Y I U z 2 m z I 3 — I 4 33' 5' B/C I S W 5 47' R/W — — 6 I F-- — — 103 M II W WAPOOT ST 9 I I — I — I BLOCK 3 4b4C;LLF I 10 I 9 I 5' s/W 18 I I 17 I I 16 I I 15 BLOCK 3 I MATCHLINE SEE SHEET 20 I 10 I I I 9 I 33' I 5, — — — — B/C W I 47' 8 I R/W — — — - ---- I 7 II APN: 6 R0982010025 LU I 2 54486C (NOT A PART) I� I 101� I 5 00 I z I I I 4 BLOCK 5 MATCHLINE SEE SHEET 20 STREET LIGHTING AND SIGNAGE NOTES �1 INSTALL TYPE I STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. �2 INSTALL TYPE 11 STREETLIGHT PER CITY OF MERIDIAN STANDARDS AND DIVISION 1100 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. STREET LIGHTNING NOTES 1. ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE. 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQUEST INSPECTIONS. 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 4. STREET LIGHT BASES SHALL BE LOCATED 10'MIN. FROM TREES, 5'MIN. FROM FIRE HYDRANTS AND 2'MIN. FROM WATER METERS. 5. KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS. ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. uV[ APPROVED FOR IOANO CONSTRUCTION These plans andlor specifications have been reviewed for compliance with Meridian City Standards and Specifcations. This review does not relieve the owner. engineer, or contractor of the responsibility to design and+or construct those facilities incompliance with all current applicable federal, slate and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt 061612021 N.T.S. NOTE: c 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 1. BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE 94 UNLESS OTHERWISE SPECIFIED ON PLANS. _ 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA C STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL w CONTROL LINE AND CURVE DATA. GRAPHIC SCALE IN FEET 4 0 20 40 80 NORTH N a a CBII before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES ZZ `o x � m ZJ< t0 �, •moo $ �mo< O oz< p x- NpwO 101 omww 0 pNY x m it 3a- 10 F 'z I I �� OQ¢ 00 i N xaa / z N 2fO O 1 o_o�� . 000 c to d xz� E v, -,>r<w 00 1 a 11 �, . - apzs j�2� x o'o a� .ow� 0 xoo 0 OMw 1 m�� 10_0 C,03 � xwz Vim' io�w >p~O U�w¢ SECTION LINE I /1yy i rqJ I I J I 21 i �CO N J In o (n ® + rn I 5 22 a L BLOCK 1 2544 2540 2536 2530 2528 2524 2520 2516 \ cn 0 , o - 18 - - - - - N N. EX MH 03 (48"0) i n N L=15' w STA: 1+00 i -�- 6 w _ RIM: 2540.82 I = -„- INV IN: 2516.57 E 8 i 8'r ! 8"W 8"W _ (nB W INV OUT: 2515.54 N to i 19 W DAPHNE ST 155 1 o -- w �C INV OUT: 2515.49 S i - - _ _ + 0 3 - v 1 W - - 81'S ! 8"S n - `' m i.'S - B.,S cn - ----- i 1 205' I I ill _ - - _ _ Z_ 1 _ R. "' BLOCK 2 4 0 1 � +o O �- - - - - F< V' 0 I �I I \ I MH 04 (48"0) STA: 2+69.99 2 RIM: 2540.68 INV IN: 2526.91 S INV IN: 2526.91 N INV OUT: 2526.81 W 1+00 2+00 3+00 PkYil FkYII] 2536 2530 2528 2524 2520 2516 I WATER CONSTRUCTION NOTES Q INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. I Q CUT IN 12" X 8" TEE & INSTALL VALVES FLANGE TO 2 0)cNo I FLANGE. 0) 6 © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD APN: Dwc w11. M01 aou f0 � n Z . w R0982010025 12 INSTALL 2" BLOW -OFF ASSEMBLY FOR FUTURE WATER \ rn rn 12 I (NOT A PART) MAIN EXTENSION PER CITY OF MERIDIAN STD DWG - - - - - - (0 _ 1 �rn �rn 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO N BLOCK 5 z Lei z iLi MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 18 18 08 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO ®I` to N MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 0 INSTALL STEEL CASING PER MERIDIAN STD DWG SW1 W & SW2. CASING DIAMETER, THICKNESS, AND LENGTH 8'fW 8"W ! ! i PER TABLE ON SHEET 22. � I \ I 123' 1 3 v 1 i 19 INSTALL 12" GATE VALVE PER CITY OF MERIDIAN STD - ��� - -M m - -4 - - DWG W11. IW U) E DAPHNE ST I I I I W T J Ll BLOCK 4 , _6 APN_ SEWER CONSTRUCTION NOTES PIRR PIRR I R0982000020 O INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER - (NOT A PART) PER CITY OF MERIDIAN STANDARDS. ® CONNECT TO EXISTING MANHOLE. MATCH INVERT TO CROWN. 5 O SEWER MAIN/IRRIGATIONPROFILE.NG. SEE I I CONTRACTOR OMAINTAIN 1.5' OF SEPARATIONPER IDEQ STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG Sill & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. UTILITY CROSSING TABLE - SHEET 22 ROAD ALIGNMENT STATION NON POTABLE UTILITY CROSSING UTILITY CASING DETAILS D [IN] t [IN] L W DAPHNE ST. 1+74.30 PIRR WATER 12 3/8" MIN 10 W DAPHNE ST. 1+74.30 PIRR SEWER 12 3/8" MIN 60 W DAPHNE ST. N:4799.91 E:9446.79 PIRR WATER 12 3/8" MIN 10 W DAPHNE ST. NA799.85 E:9451.79 GIRR WATER 12 3/8" MIN 11 UTILITY CROSSING TABLE - SHEET 23 ROAD ALIGNMENT STATION NON POTABLE UTILITY CROSSING UTILITY CASING DETAILS D [IN] t [IN] L N BROCK AVE. 10+99.50 PIRR WATER 12 3/8" MIN 10 N BROCK AVE. 10+99.50 PIRR SEWER 12 3/8" MIN 32 N BROCK AVE. 11+56.52 GIRR WATER 12 3/8" MIN 11 N BROCK AVE. 11+56.52 GIRR SEWER 12 3/8" MIN 31 N BROCK AVE. 12+35.60 GIRR WATER 12 3/8" MIN 13 N BROCK AVE. 12+35.60 GIRR SEWER 12 3/8" MIN 33 N BROCK AVE. 12+82.69 PIRR WATER 12 3/8" MIN 10 N BROCK AVE. 12+85.99 PIRR SEWER 12 3/8" MIN 31 UTILITY CROSSING TABLE - SHEET 26 ROAD ALIGNMENT STATION NON POTABLE UTILITY CROSSING UTILITY CASING DETAILS D [IN] t [IN] L AVILLA DR. 13+99.29 PIRR WATER 12 3/8" MIN 10 UTILITY CROSSING TABLE - SHEET 27 ROAD ALIGNMENT STATION NON POTABLE UTILITY CROSSING UTILITY CASING DETAILS D [IN] t [IN] L N. BRODY AVE. 14+59.13 PIRR WATER 12 3/8" MIN 10 N. BRODY AVE. 14+52.50 PIRR SEWER 12 3/8" MIN 10 UTILITY CROSSING TABLE - SHEET 27 ROAD ALIGNMENT STATION NON POTABLE UTILITY CROSSING UTILITY CASING DETAILS D [IN] t [IN] L N. BRODY AVE. 14+59.13 PIRR WATER 12 3/8" MIN 10 N. BRODY AVE. 14+52.50 PIRR SEWER 12 3/8" MIN 10 UTILITY CROSSING TABLE - SHEET 29 ROAD ALIGNMENT STATION NON POTABLE UTILITY CROSSING UTILITY CASING DETAILS D [IN] t [IN] L N. BRODY AVE. 10+56.92 PIRR WATER 12 3/8" MIN 10 N. BRODY AVE. 10+56.92 PIRR SEWER 12 3/8" MIN 22 �E IDIAN APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or conaactor of the responsibi.ay to design and/or construct those facilities In - Ne with all cur.e,a applicable federal, state, and local laws. rovesordinances, develoN.".-S, all of which �ol noted by City s.... .�,..... e��������G�a avw��eo����essave���roa�ly addr- a ,.y --se plans .Ustdards and Spe�� -tio s before said revision is Meridian City c Stanconstructed. Name Amanda McNutt 7 Apr 06 2021 UTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. T 25 NOTE: ' 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO < BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A a RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR g HORIZONTAL CONTROL LINE AND CURVE DATA. m a GRAPHIC SCALE IN FEET E 0 10 20 40 NORTH i d iiiwmarsbelow . Call before, yoadig. CALL INADVANCEBEFORE S EXCAVATE FOR THE YOU DIG, GRADE, OROWN MARKING OF UNDERGROUND MEMBER UTILITIES �aF55\OrwIL r,ENs oil Q EP 16551 cp J, 4/5/21 0 P'97,T9jF OF 0 cp - M C��� ITC ITC TRB 6 SCALE (H): 1"=20' 6 SCALE V : 1 "=2' o DATE: 4 05 2021 SHEET NO. L 2'' c a of shts a PROJECT NO. 291015009 DWG. NAME 5009-UT.dw niui_ APPROVED WATER CONSTRUCTION NOTES 2544 2540 `i I✓i 2528 `4*11 MH 05 (48"0) STA: 1 +00 RIM: 2541.27 INV IN: 2530.06 SE INV OUT: 2529.96 N MH 06 (48"0) STA: 1 +42.20 RIM: 2541.41 INV IN: 2530.33 E INV IN: 2531.00 SW to INV OUT: 2530.23 NW al 1N I I 0 I I I N MH 20 (48"0) BLOCK 2 BLOCK 1 STA: 5+09.08 RIM: 2540.58 3 2 21 20 19 INV IN: 2530.24 N I I I I I INV OUT: 2530.14 S I J I J O '+D�o (LJ 0 O �� O'tO Np 00 0) O IJ�nnt l + MO n" o rM a; to riOJ + N L� Q Lei Q Li NN Q LLQ Ii NM Q e C.', Qli N Q 0 MATCHINESEESHEET2 Cl)o � oli vo vio 2 9 I 3 2 I 1 9 6 9 1 3 1 / I DDI T I T I L --- --- --- 205' 1 I -- - - - - - - - - - II �p t' 54 nN 11 O. I I 2+0 170' 1 + I 239' 1 8. 8"'to i 8,•S i 8,•S I i I 8 �S 81. 6 I+ • 3+00 -gym 0 �� 1 -= 4+00 } 181' 1 N BROCK AVE 6 8.I i 1 811W 811W- 8•'W II r-o r-o + o V)0 cn o MH 04 (48"0) STA: 2+69.99 RIM: 2540.68C INV IN: 2526.91 S INV IN: 2526.91 N INV OUT: 2526.81 W I I �I II� 7 I 1 17 �111 II� I III 1 1 1 18 1 1 m o j Do ao rn nO TI 'nM In + (6 ICI + L6 o cn0 I I �II,I Illlcno �1111 �I�li 00 8 BLOCK 3 327 1F-\ 6 Do o o� �0 ao Lq to to + + o I wo wo FA N W W 2 07 rW W W Z_ Br1W J U - - Q I I 1 � APPROVED FOR tE I-\ ��N)� CONSTRUCTION These plans and/or specifications have been reviewed for compiiance with Meridian City Standards and Specifications. This review does not -eve the owner, engineer, or con« actor of the responsibility to design andlor construct those facilities in compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shali not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Apr O6 2021 2544 2540 `k16f.1 2528 `-9111 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. Q INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W1 1. ❑7 INSTALL 8" x 8" x 8" TEE. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG SW1 & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 INSTALL 4" SANITARY SEWER SERVICE ® 2.0 MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. 0 SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG SW1 & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 -]27 22 3'j 22 28 29 KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. a Z GRAPHIC SCALE IN FEET41 G 4 0 10 20 40 = i 1+00 2+00 3+00 4+00 5+00 Call before you i ig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES nlul_ APPROVED oo— ` xrV� m�< too ow. Owo oz N � o N U I 0 ao �y ¢ xor �zm � a- I I za mo as 0o 9 o�a< � x 1. d on w 0 0 0 .-ow c� —1 E wa LN w>a o `a m z 3 O E O r, F 0 x0o oao� %co F E � � w I ms� I � rnrns Opp 00 O ; In `nn �mw N O EXISTING SEPTIC TANKS AND SEWER EXISTING WELL MUST BE ABANDONED FROM DRAIN FIELDS MUST BE ABANDONED IN DOMESTIC USE IN ACCORDANCE WITH IDAHO I I ACCORDANCE WITH CENTRAL DISTRICT DEPARTMENT OF WATER RESOURCE REQUIREMENTS, HEALTH DEPARTMENT REQUIREMENTS. WITH VERIFICATION OF DISCONNECT BY CITY OF MH 20 (48"0) BLOCK 1 MERIDIAN PUBLIC WORKS DEPARTMENT. STA: 5+09.08 3 RIM: 2540.58 18 INV IN: 2530.24 N 17 6 15 14 IN_V OUT: 2530.14 S I I I I J J I J I I J I I 4o 0 m 00 o oaJtL1i') +a to N +ai ul) nIn L " to 1 +ai l0 � lJ0 � MQ+ri ) . N o N .. N LD .. N N H Li <L I Qi H Li <L L, <L I Q� <L I <L 1 1-- Li"n)o n0 0 n0 0 0 cn0 0 A0 0 cn0 2 T i 3 T i i 3 T i T � i 3 12 14' 1 t M LO CV — — — — — — — — — — — — — — — — — — — — — — N W n\ W W N W = (q 239' 1 5 0 moo° 6+ U 243' 1 7+00 (q — 8"S W i O 8,. 8,.5 ,i i +�S 8^S 8"S ! W LLI LU N BROCK AVE °' W 327' 1 o 1 176' W ? 1 i 8"W i 8" i 8'* .,W i 8"W i 8"W 8r' J 2 2 n N L=14' I 2 I I 3 2 I I I I 2 2 1 4 2 I I 3 2 I I 2 2 lbw rpH lbH rpH 00H rH �-- `0 1-- I`0 �H �f 0 of 0� o� Ox o� oX �f Oir o� o� NO �0 co to �0 d0 rM to �0 LD d0 to a0 to O)0 O to 0)0 Ih to _O Lo � d0 00 0 �O un + to + a) + + O) + + O) + O + O) + + O) + n tT �rM ur) �M t!')M �M I IDN OM cDM (0M ISM Q H Li Q Li Q H L� Q Li Q H L� Q Li Q H LL Q Li Q H L� Q QM Li 1--Lu. toO Li H I NO Li 00 Li I H NO Li 00 Li H I I toO -1 LnO Li H I too Li NO Li H I too Li In Li O I I I I I MH 10 6 5 4 3 2 STA:7+52,24 I RIM 3 BLOCK 3 INV IN: 2531 310 NEE INV IN: 2531.98 NW INV OUT: 2531.21 S O Vl ..................................................................................................................................................................... .... 2544 p4-till `-ml P446PA 2528 2544 FkY.91 `loll P446VA 2528 2526 2526 5+00 6+00 7+00 8+00 tE 1171f�N _ APPROVED FO OR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, stale, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, ali of which the City retains the right to enforce. Inconsistencies not noted by City slalf shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans ust be sub, [Led for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Apr 06 2021 / Call before you dl CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. Q INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 INSTALL 4" SANITARY SEWER SERVICE ® 2.0 MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 U-127F 22 23 22 28 29 KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. Z G GRAPHIC SCALE IN FEET41 4 0 10 20 40 = i nlul_ APPROVED WATER CONSTRUCTION NOTES i I I 11 I I I II I I T I II I I I II I I I I I I I Uo I I I I21 V) I I I hro 00 Z 5 l 27.97' TYP. 8rt 8•'W- I l - - - - I I I Ij I I 22 l I BLOCK 1 CO N: 5325.53 V E:8901.70 RIM: 2536.88� V i INV IN: 2536.51 J I I INV OUT: 2536.51 Z I I I I I I I � I I i I l I I I I 11 r N OON N It r to N tD p o NO O0J top �N to 0) to 0) 00 10 Y) O n rn O tD n to np n 00 3 TI CION:5324.54 E: 9010.80RIM: 2532.857 INV IN: 2532.49 NV OUT_ 2532.49 �8rrW I 8"W 12 201' 1 CO 45• BEND 15 STA: 1+87.71t OFF: 726.07'LT 176'� STA: 1+45.02 / 13 OFF.764.77'LT CO N: 5329.56 <DE: 9008.67 RIM: 2533.71 INV IN: 2533.34 g INV OUT: 2533.34 ��Lo 000))t(O fn tO NO J ON N O^ r,� r 0 00N 00 0 00Z NOOZ to to w o m r, w to m 11M N m N ± M r7 O r7 O Ih 0 r0 0 .. to 0) all n0 nCnQ n ........ n .... u) w zw�zwzw�zwcno i _ --,MEN MH 10 (48"0) O STA: 1+00 RIM: 2540.40 INV IN: 2531.31 NE MATCHLINE INV IN: 2531.98 NW SEE SHEET 24 INV OUT: 2531.21 S N 00 / LJ 15' `-Ul163 h^^1 283' 2+00 SrrS 8"S 45• W WAPOOT ST STA: 2+10.2 1 40' _ MHO 1 '1,4000 )6 -STA: 1+53.75 3 RIM: 2540.22 16STA:1+22.64 INV IN: 2531.62 E OFF:0.00' INV IN: 2532.29 NW .i - - INV OUT: 2531.52 SW N H W W 2 U) W W U) W Z_ J 2 U Q 8"S 2548 w 3: co po 2548 o zz� O 0 N O wZN - 0 0 rM 0) p) N O to d toC\l LO N (O N r rM O'tto to N + to N N M C5 r7 r) N to �t to to .. o�Nzzo EX. GRADE N N H �Nzzp =a> KK SEWER ¢ .. gN�zzz �@ :2(n 2544 2544 PROP. GRADE @ SEWER q 2540 4--1 J �z M I 12" PVC STA: 2+10.26 INV: 2537.02 2540 in N W W 17) W 283 LF MH-MH OF 2536 U) 8" PVC @ 0.40% W z J U Qc G 2532 E IDIZ IAN,- APPROVED FOR J CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities In compliance with all current applicable federal, state, and local laws, owes, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by CIry staff shad not be construed as approved unless speciflcaily addressed in writing by the City- Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt � Date Apr 06 2021 l ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ❑5 CUT IN 12" x 8" TEE & INSTALL VALVES FLANGE TO FLANGE. © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. ❑7 INSTALL 8" x 8" x 8" TEE. 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 19 INSTALL 12" GATE VALVE PER CITY OF MERIDIAN STD DWG W11. SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 INSTALL 4" SANITARY SEWER SERVICE @ 2.0 MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. 7O SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD DWG S1. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 27 22 23 22 28 29 KEY MAP NOTE: 14. 1.- a 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 1. BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 94 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y a 3. REFER TO SHEET 03 OF THESE PLANS FOR u HORIZONTAL CONTROL LINE AND CURVE DATA. c Q GRAPHIC SCALE IN FEET 4 0 10 20 40 NORTH i a 2530.......... 2530 1 +00 2+00 Call before you i ig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES niui_ APPROVED 7 (0� I do� O J O J r O D O rM Ln (0 Ln + a) + N M N M u~io 0o 2 3 I LO — LLI LLI 2 un) .rW 811W 2548 2544 2540 `446 BLOCK 1 I 5 I 4 I J I J I I O o J O O J O J O J 00 L p 0 N O O O 40 N O 0) Ln Ln ';j­ do r- 0 01 0 N 0 +a) +Oi +Oi + +6 + NM I"�N I'7 ho 1717 a H H H H H H 0 cnQo I 0 cn4o I/ 0 toQo I 0 o cnT �I 0 cnQo I v)T o 0 I --- L=13' —� LU W 1 163' O L1 3+00 00 8"S — Z 8"S 8"S 8"S 1 283' W WAPOOT ST Ln STA: 2+53.91 6 — +— OFF: 0.00BLOCK 3' PLR I � I I I I I I I I I I I I I I I I I I I I I i i i I I 137' 4+00 20 I MH 12 (48"0) STA: 4+36.56 RIM: 2541.86 INV IN: 2532.86 E INV IN: 2532.86 S INV OUT: 2532.76 W 3 J Ln J o U) O o + LD 2 �_381' I I - I L MATCHLINE SEE SHEET 27 N ro I �I I �I I MH 13 (48"0) STA: 5+72.65 RIM: 3 2542.54 IN OUT: 2533.68 W 2 0 H J O J I O~ J O J O J o N O N o 0 - O r M Ln Ln M Ln M Ln Lei H Lei Lei H L, — Lw )o .O U)0 (no N0 12 f18 I\ I / I -{l]124' T- 16 136' 8"SPOOT ST 16 ST5OFIRR I I 10 a I I (, 3 00 N N U-)� N O 2548 > iEZ 2544 p4-- d P4461.1 I44i APPROVED FON CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, sate, and local laws, rules, regulations, ordinances, development agree "is specifications, orders of approvais, all of which the Clty retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans ust be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt � Date Apr 06 2021 / WATER CONSTRUCTION NOTES INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. Q INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W1 1. ❑7 INSTALL 8" x 8" x 8" TEE. 12 INSTALL 2" BLOW —OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W1 3. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG Sill & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 INSTALL 4" SANITARY SEWER SERVICE ® 2.0 MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. 0 SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG Sill & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 27 22 23 22 28 29 KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. a Q GRAPHIC SCALE IN FEET 4 0 10 20 40 NORTH i a omFJ N O 2530 2+00 3+00 4+00 5+00 F44i Krto ,A.ft below. Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES nlul_ APPROVED EXISTING WELL MUST BE ABANDONED FROM DOMESTIC USE IN _ — — 11 STA: 0+69.00 I j ACCORDANCE WITH IDAHO OFF: 19inDtLT (48"P) DEPARTMENT OF WATER RESOURCE REQUIREMENTS, STA: 0+75 II I WITH VERIFICATION OF 3 RIM: 2540.25 II DISCONNECT BY CITY OF INV 2535.60 IN: E I 14 MERIDIAN PUBLIC WORKS INV OUT: 253,4.93 N II I DEPARTMENT. OI---� 01 I III o OI- J O IY O IY O o � rio jj II �t_ coo + O + O j �o I± (:5± N O N (n V) 0 V) 0 6 6 II .III 9 2 PIRR - I -� I- I II (V ij W 2 1 1 0 75' W O 8„S I I O S W W Z \� J 8"W I 2 ' U Q \\ I I 2 17 2 18 1 3 o o ID(0O H Ox unX N0 O� LO0 rLq Oo Oo O f'`)Ln O NO Ln Ln +cp ±M ±O +M O+M No ai V)o ali I VV))0 (1~)0 M0 2 MH 21 (48"0) STA: 1 +50 RIM: 2540.35 3 INV IN: 2534.48 S INV OUT: 2534.38 N 2548 15 16 O J O J I O J O J 00 0 0 0 Lf)0 m 0 + N N N- N N 2+00 � 1278' I I I 2 3 o� o0:: Ln O O Nan + + O) N to N M o V)0 UU))0 4 I 5 BLOCK 5 EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. BLOCK 3 17 I, 18 OJ 110J OJ I trio 'o 60 I+ I) N I K) 17 N I 2- II 3- I 2 I — — — — — — — — — to N 3+00 1 381' 4+00 8"S 8"S ,• 8"S— U ^ 3 O -' M �- N BRODY AVE m 0 1 247' 8"W "W ttW 1 ir, 3: L=14' 2 I 1 4 I I 2 1 3 I 2 I I o� 0� o� o� o� Ln0 00 1)0 NO It r an 6 O Ln N an an Ln r an N to M N rn to r7 n to to o I o o I o f o VV)) VV)) VV)) VV)) VV)) I I I 7 t 8 I j J Do V + r � N pit O J O J 00 00 + Q + r � � N c~i)0 V)0 I I I 2 ) 13 �x o ) O N O V an an to }to �r7 i no V)0 9 BR1: �Y APPROVED FOR �F I-\ � y CONSTRUCTION 1 Tire e plar nd/or sid—fic hm a bee ewed for compliance withsMeriadian City Standards and Specifications, This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those faud,res m compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the Cily retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is consructed. Name Amanda McNutt Date Apr 062021 I 2548 o 0 w�� m O fb (b N �cl� 2544 z z d-) tn N + : N N � 2544 O wQMj O In N�NZ?O 0 LOI c�nn 0 �� rni� ) O 'fn� EX. GRADE _ �U)YZZZ � �>>> 6O� ����� n�to SEWER �NH O N Z O +LnNI _ — — — _ N Z 0 /ti—_.__—___ _ ' _ _ _ _ — _ _ — — — — — — — — — 1 — ._ _ _ _ _ _ _ _ _ _ _ _ _ — — — — _ — — — — — — — — — — — — — — — — — — ' / :2U)Ezz :2U)Ezz II 2540 PROP. GRADE 2540 7 ® SEWER q 0 U 18" PVC 4 z STA: 1+23.00 INV: 2537.15 i� * 12" PVC STA: 1+00.00 00 2536 INV: 2537.22 N 2536 � � H 75 LF OF 8" PVC Q 0.607 W W 2 381 LF OF 8" PVC @ 0.407 W W I W O z 2532 = 2532 U Q 2528 KLo ,A ft below. Call before you dig. 1+00 2+00 3+00 4+00 5+00 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES WATER CONSTRUCTION NOTES ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. 11 INSTALL 2" WATER METER CONNECTION PER MERIDIAN STD DWG W4 WITH REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBPA). BACKFLOW DEVICE SHALL BE APPROVED BY THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE CITY OF MERIDIAN WATER DEPARTMENT. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. 17 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. WHERE VERTICAL REALIGNMENT IS NECESSARY, CONTRACTOR TO ENSURE NEAREST 45 DEGREE BEND AND IS SET A MINIMUM OF 10' CLEAR OF OUTSIDE OF CROSSING PIPE. 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5 OF SEPARATION PER IDEQ STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG SW1 & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 INSTALL 4" SANITARY SEWER SERVICE ® 2.0 MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. © SEWER MAIN/STORM DRAIN CROSSING. SEE PROFILE FOR SEPARATION. 0 SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG SW1 & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 1241 T 23 22 28 29 `z KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. a Z G GRAPHIC SCALE IN FEET 4 0 10 20 40 41 -1 i nlul_ APPROVED WATER CONSTRUCTION NOTES I 3 10 N J I 00J OJ �^ n_ OOOOO �p O)+O Z�L: M Q Q ,1 1 �MATCHLINE SEE SHEET 23 o o NOML� o 10 10 2 1 170' 1 181' STA:0+82.35 2 BLOCK 2 OFF: 17.63'RT X \ MH 05 (48"0) °O S 1 21' 11 12 I 13 rn ro I rn� tr.,BLOCK I ,�� I C' N� N J 00 J I- J 0) J J � J NO 4O o00 n0 0)0 00 N t0 to t0 r t0 O t0 r7 10 to in +_: ++6 +O +_: +t'� N In N M N N i n M In Q Q W H W �� mot_ _L, IUno Uno U00 Uno IUno cno Nio 1 3 2 1 4 2 1 3 2 +o Q + (n O O r16 N L=14' c°D y m - Z CO STA: 1+00 ® --- --- +� - -- - - - - N:4591.71 RIM: 2541.27 3 n w 7 E:8895.39 INV IN: 2530.06 SE RIM: 2538.75 INV OUT: 2529.96 N ! N _ INV IN: 2538.38 8"W ! 8"W 8"W 8" 8' INV OUT: 2538.38 STA:1+12.24 3 42' 136' � W APGAR ST 1 170' _- -- W p - - - OFF:22.16'RT CO 1 5 ! ! 28.30' =1 I -in I I 3 1 2 3 1 c0 00 to rD NM rc0 tOM Om O00 � 0 �00 CO zw I zw zW I 7 Co N: 4590.81 E:8994.46 7 RIM: 2535.19 INV IN: 2534.83 INV OUT: 2534._83 EXISTING WELL MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE WITH IDAHO DEPARTMENT OF WATER RESOURCE REQUIREMENTS, WITH VERIFICATION OF DISCONNECT BY CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT. 2548 2544 2540 2536 2532 to H N ` O � � O + 0 rn rn 00 �to w V) o I I CO N: 4585.81 )E: 8996.51 RIM: 2535.78 INV IN: 2535.41 INV OUT: 2535.41 W cf) 2+00 - 8"S 8"S ! 8" 8 'S "S _ _ _ 8"S Z_ -� 1 291' J 2 U °� U) - - Q I 2 00 O f b O n ± +N N N ~0 I U~ifo Un o q Mai 06 (48" 0) 10 STA: 1 +42.20 TRIM: 2541.41 BLOCK 2 INV IN: 2530.33 E INV IN: 2531.00 SW EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS. I 3 2 I 2 I 3 I 2 to H t0 H LO H ta7 H N H w lf Up tr 00 tb x 4 X O 00 O 06 O 1 O O N N N N') I ~ I no I ~ Cno vo (no 0o 11 12 13 to aD MH 07 (48"0) STA: 4+33.14 RIM: 2541.31 INV IN: 2531.59 S INV IN: 2531.59 N INV OUT: 2531.49 W 2548 2544 2540 2536 2532 APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities In compliance with ail current applicable federal, stale, and local laws, rules, regulations, ordinances, elopment agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed In writing by the Clty. Any proposed revision to these plans most be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt t Date Apr 06 2021 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. 10 INSTALL 8" WATER LINE BEND. ANGLE PER PLAN. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 INSTALL 4" SANITARY SEWER SERVICE ® 2.0 MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. O SEWER MAIN CLEANOUT PER CITY OF MERIDIAN STD DWG S1. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 24 -]27 22 23 22 28 29 KEY MAP NOTE: N. T. S. 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. a Q GRAPHIC SCALE IN FEET 4 0 10 20 40 NORTH i a wP N O 2530 1+00 2+00 3+00 4+00 2530 KDawwbeft below Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES nlul_ APPROVED WATER CONSTRUCTION NOTES 2544 2540 `ii 2528 1 ICI I I 13 I I o0 o0 j �o PIRR + o O MH 08 (48"0) N9 I 3 STA: 0+43.50 BLOCK 2 RIM: 2541.86 INV OUT: 2532.10 N 14 16 � II Eli MATCHLINE SEE SHEET 28 J I I j I 1 ,291' 1 1 13 BLOCK 3 16 STA:1 +85.17 9 OFF: 0.00' I 11 +00 126' 1 2+00 111' 1 I� 8"S 8"S 8"Stt 8"S 8'°Sc1 C 145' NBRODYAVE o „W 8„W 8.,W 8„W 8„W I 12 1 00 �o 2 18 I 3 2 I 7 2 I 3 2 + 6 co o_l C H o O H off- O H O o� C H o r H r �m H O 1- oof O C H 0 QL� mO Li in rO O) O CVO OO O to r7 to inO 00 O O to NO N to OO in in cn0 + o + o +� +m + fl +o + +m 7: CA to � � �� �� aNU a� " I ~ �� no v>o o o o o no I MH 07 (48"0)I I 1 STA: 1+69.17 3 4 RIM: 2541.31 3 INV IN: 2531.59 S BLOCK 4 INV IN: 2531.59 N INV OUT: 2531.49 W I I I I/ OZ oz I / �wo� �++ � \ 1 // oo MJaa \ �o +� �a(n= \ `moo II r� cn= \o- MH 14 (48"0) Q tz � O Q STA: 0+75 N p O z I- `o RIM: 2540.25 4 U) z 7 `� INV IN: 2535.60 E MH 09 (48"0) �--INV OUT: 2534.93 N STA: 2+80 o m RIM: 2540.86 INV IN: 2534.47 NE INV OUT: 2533.81 L=34' r1_ II W 2 3+00 0 00 U) I ii I W • V) 1 135' 1 60' 1 278 W 81, i 81, i 81, J 2 6 U 123' 1if L�J 1 L 01- (9­_ . O d' CO In � : N D O� 0'D NO + N M r+ I'7 o o U)) o coil U) 6i pi Pi If R1411 Pi 2528 MATCHLINE SEE SHEET 22 I ­-o1- o' o pf o tNn - o +ri O M lu- ¢ i ��C O In O PIRR L IE APPROVED FOR CONSTRUCTION These plans andior specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not ve the owner, engineer, ,contractor of the responsibility to design and/or construct those facilities In compliance with all current applicable federal, state, and local laws, rules, ,,eg,1,b.ns, ordinances, development agreeinenls, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City- Any proposed revision to These plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Apr O6 2021 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED AREAS PER CITY OF MERIDIAN STANDARDS. ❑2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W2. ❑3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF MERIDIAN STD DWG W1 & W3. ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 & W9. © INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W1 1. ❑7 INSTALL 8" x 8" x 8" TEE. 12 INSTALL 2" BLOW -OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER CITY OF MERIDIAN STD DWG W1 3. 16 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. 18 WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEA STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG SW1 & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. SEWER CONSTRUCTION NOTES INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN COVER PER CITY OF MERIDIAN STANDARDS. 0 INSTALL 4" SANITARY SEWER SERVICE ® 2.0 MIN. SLOPE PER CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY OF MEDIAIN SUPPLEMENTAL SPECIFICATIONS. 0 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. 0 SEWER MAIN/IRRIGATION CROSSING. SEE PROFILE. CONTRACTOR TO MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS. INSTALL STEEL CASING PER MERIDIAN STD DWG SW1 & SW2. CASING DIAMETER, THICKNESS, AND LENGTH PER TABLE ON SHEET 22. AUTILITY CROSSING. SEE WATER NOTES 2 & 3 ON SHEET 01. 25 26 L4] 27 22 1231 M 22 NOTE: 14. 1 . - a 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO 1. BACK OF CURB, BACK OF HEADWALL, OR CENTER OF 94 PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y a 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. 4 a Z G GRAPHIC SCALE IN FEET41 4 0 10 20 40 = i omFJ wP N O 2524 1 +00 2+00 2524 Krow Aft below. Call before you i ig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES niui_ APPROVED IRRIGATION CONSTRUCTION NOTES N�� 00-m N O w O 'w oow al or Qom awz 3 0�0 mmz< -aa 000 to o x w¢ E LL N >>a o I a0 Z r O 3 0 "2 odor U I <3 O o w E a � c» E I m=�I � i c l= 0 o o o� in`nr rnmw� im ow MATCHLINE SEE SHEET 31 IIII I SEE PROFILE IIII ON SHEET 32. 20 200 LF OF 18 PVC 24 I 11 BLOCK 1 i @ 0 i10% II I I 4 12 13 J� -- PIRR 113LF 4"PVC 12 7 22 U M H - 5 (4'0) 1 D MH-14 (4'0) 21 RIM: 2541.37 RIM: 2540.63 INV IN: 2537.05 20 00, INV IN: 2537.17 20 INV OUT: 2537.O CO INV OUT: 2537.17 - - MATCHLINE SEE SHEET 31 -- � 14 I BLOCK 3 1 1 I 12 8 6 MATCHLINE SEE SHEET 31 0 11 I---� 11 � H 13 12 4 10OLF 6" PVC 77 1 3.00' I 6 8 12 8 408LF I �� I PIRR 2 51LF IBLOCK 3 7 12 10OLF 4"PVC J FF. 2541.00- 3 1 SUMP: 2532.50 22 52LF 6"PVC 5 �109LI"1 �-INV OUT: 2533.50I BLOCK 548LF I4"PVCPIRR / /�� 37LF 12"PVC I23 67 LF OF 18" PVC 11 0 7 12 SELF CLEANING SCREEN - 7 ®0.72% } 0 0 RIM: 2534.58 21 5L� 6"PVC 4 12 (BEACH LATERAL) 1 2244 49 LF OF 18" PVC "� INV IN: 2533.50 I 23 87 LF OF 18" PVC V 0.10% 24 85 LF OF 18" PVC �i I 111LF 6"PVC I 2 ©0 73% 12 6 24 114 LF OF 18" PVC r y 1 d -- ®0.10% 50LF 6"Pvc 2 DAPHNE ST 12 6 11 I / 15 - - � 11 > a / 33 LF OF 18" PVC 23 14 (BEACH LATERAL) / I� - 18 O 0.76% 1 4 - A - EACH LATERAL 1 12 6 MH-13 (4'0) BOX-2 (4'X4') ( ) 1 - - IM: 2540.58 1 19 RIM: 2540.54 _ \ I 20 INV IN: 2537.22 \ INV OUT: 2537.30 - INV OUT: 2537.22 \ \ �� _- 1 SEE PROFIJ33. --- MH-11 (4'0)_ ON SHEET MH-12 (4'0)� RIM: 2540.89 DAPHNE ST RIM: 2540.82 INV IN: 2536.73 20 INV IN: 2536.25 20 INV OUT: 2536.7311 --INV OUT: 2536.25 1 47LF 4"PVC 12 5 10OLF 4"PVC6 12 6 PIRR 7 12 1 13 12 4 231LF 4'PVC PIRR 1 1 5 12 5 TPIR i 18LF 4"PVC 2 12 5 1 11 11 26LF 4"PVC IIIII I M 17LF 4"PVC I I I I I _ - 113LF 4"PVC - \-37LF 4"PVC BLOCK 3 IIIII 1 1 PIRR IIIII I III I 1 ( II 12 74 12 13 47LF 4"PVC 3 5 12II I IIII I I IQ IIII I U I 10 11 12 I 4 IIIII SEE PROFILE � --- --- --- ON SHEET 32. \ lit d to IIII I 5 \ APGAR ST - N - - - --F ---F-_7 �N F I IIII I I I I I I I I IIII �I 6 1 7 1 8 1 9 1 10 1 11 1 12 1 I IIII IIIII I C IIII I I PROPERTY LINE I I BLOCK 2 I I I II J I 4 12 dfa-� 11 117 11 1----- -411LF 6 PVC_ _ _ PIR _ _ PIN.- _ _ PIR _ 3LF 4"PVC A APN: SO427333500 4 L I 11 I 3 BLOCK 4 13 f 47LF 6" PVC 23LF 6"PVC I II 1 a z SEE PROFILE I ON SHEET 33. (---PROPERTY LINE M H - 8 (4'0) RIM: 2542.30 INV IN: 2537.45 20 jINV IN: 2537.45 INV IN: 2537.45 INV OUT: 2537.37 I BOX-6 19 RIM: 2540.99 INV OUT: 2537.50 23 13 LF OF 12" PVC i © 0.38% 2g 47 LF OF 18" RCP © 0.21% (BEACH LATERAL) BOX-5 (4'X4') 19 RIM: 2540.40 INV OUT: 2537.57 I 23 13 LF OF 12" PVC 0 0.68% M H - 7 (4'0) 9RIM: 2542.30 20 INV IN: 2537.48 INV IN: 2537.55 INV OUT: 2537.55 I SEE PROFILE ON SHEET 32. 10.00' APN: 1 R0982000020 SEE PROFILE �ON SHEET 33. `26 311 LF OF 18" RCP 0.27% (BEACH LATERAL) NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. PRESSURE IRRIGATION NOTES: 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE OWNED AND OPERATED BY THE HOME OWNERS ASSOCIATION. 2. THE PRIMARY IRRIGATION SOURCE IS SURFACE WATER FROM THE BEACH LATERAL. 3. A SECONDARY CONNECTION BETWEEN THE PRESSURE IRRIGATION AND DOMESTIC WATER SYSTEM IS PROVIDED IN BLOCK 3, LOT 9. 4. IRRIGABLE OPEN SPACE: 102,785 SF INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 6" TEE. INSTALL 4" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRRO3002. INSTALL 6" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. �7 INSTALL 4" BEND(S). INSTALL 6" BEND(S). 10 INSTALL 6" CAP. 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRRO3005. 12 INSTALL P.C.0 THRUST BLOCK PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03006. 13 INSTALL 6"X4" REDUCER. 14 SECONDARY IRRIGATION CONNECTION.(SEE UTILITY PLANS) 15 INSTALL AIRVENT PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR3003. 16 INSTALL 2" BLOWOFF ASSEMBLY PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03004. 17 INSTALL MAINLINE DRAIN PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRRO3001. 18 SEE SHEET 34 FOR POND CONSTRUCTION. 19 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET 34. 20 INSTALL PERCAST CONCRETE IRRIGATION MANHOLE PER ISPWC SD-611 OR APPROVED EQUAL. 21 INSTALL CLEARWATER CW1000 30MESH WITH 12" FLANGE. 22 CONSTRUCT 60" DIAMETER WATERTIGHT WET WELL WITH 6" FLOOR. 23 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 24 INSTALL 18" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 26 INSTALL 18" RCP. LENGTH AND SLOPE PER PLAN. UTILITY CROSSING. SEE WATER NOTES ON 2 & 3 ON SHEET 01. 2 1 N.T.S. 1 10.00' d�2 I 10OLF 6" PVG- PIRR -> I 14 I T 6 8 12 11 4 12 d 5' I - i 33' I 5' U > S/W B/C S/W 1 47' L� to R/W 15 11 10 BOX-3 (4'X4') 8 12 1g RIM: 2541.43 INV OUT: 2538.39 I I I II '& I t' CONSTRUCTION jp _ APPROVED FOR '\�'�/7 These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not eve the owner, engineer, or contractor of the responsibility to design and/or construct those facillt 'lest Iu compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shah not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt Date Apr 06 2021 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- KDowosbelow Call before you ag. ly and previously approved by the District in writing. Acceptance of the improvement plans b the District does not relieve the P P Y CALL 2 BUSINESS DAYS IN ADVANCE BEFORE Registered Engineer of these responsibilities. YOU DIG, GRADE, OR EXCAVATE FOR THE BY DATE: 4/6/21 MARKING OF UNDERGROUND ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES GRAPHIC SCALE IN FEET 0 20 40 80 NORTH nlul_ APPROVED IRRIGATION CONSTRUCTION NOTES 0 _ 7 00 j 1 zl� 1 . I 1 I I I I S89°17'41 "E - - - PIRR PI R �If I1 17 551LF 6"PVC I o 1 I II S89°17'41"E I 11 ri I 11 I I 11 I I 125.00' I I I BLOCK 1 I I I I I I 3.00' IIII IIII I I IIII I I 11 10 9 1 8 1 7 I 6 1 5 I 4 1 I I � III 12 - I IIII PROPERTY LINE PIRR 1 17 WAPOOT ST 12 6 • ; I III -- -" --- --- --- I I III I PIPE COLLAR / I I I RIM: 2538.21 13 ~ I III INV IN: 25*36.60 n N ( - U 3.00' I 1 tJ I 12 7 V I I\ I I I 24 44 LF OF 18" PVC I 1 7 12 I - I 20 I 10 Q 1 ® 0.10% I i I i 3.00' I C0 1 I MH-6 (4'0) lL1 I 1 1 19 1 a 1 RIM: 2541.33 III 1 22 I 20 INV IN: 2536.64 Q I III I INV OUT: 2536.64 I Cr 1 3.00' 1 2 9 I I I 1 19 I I I I W 1 1 1 I III 11 I W I I I> ' I -- -> a i i i 1 1 1 15 i 1 1 i �- -- -- 5, 33' I 5, II I I J I I I _j S/W B/C 1 S/w 3 0 1 1 1 1 M 4T 8 o I III 24 212 LF OF 18" PVC I I I I �i 18 R/W MI Do IIII @ 0.10% I 1 1 1 I or'; z. 4­Il�i.--- I I IIII I I I I 11 11 1 I 11 I II I I 4 i l l I 7 IIII I I I 11 1 1 17 � IIII I 11 I I I I I I IIIII >- III I 17-- 1 IIIII 5' 33' 5' I I I I IIII 1 i IIIIIII IIIIII II I I 5 I I II I al WQ 6 -10 S/W B/CvV N MH -RIM: 2541.30 47' NV IN: 2536.85 R/W 16 INV OUT 2536 85 SECTION LINE III I I I I I I I IIII I SEE PROFILE 18 I 11 I I I I - - - - LL IIl ON SHEET 32. I 6 I i I 11 I `Z I 5 15 IIII I I I I W BLOCK 3 I IIII I I IIIII III I �j MATCHLINE SEE SHEET 30 I II I 111 I I j1 I 111 I I II I II I 111 I 1 3.00, 19 I BLOCK 1 7 BLOCK 3 MATCHLINE SEE SHEET 30 1 4 BLOCK 5 0 rh j 3.00 I 1 18LF 6" PVC 3.00' 10LFOF15"RCP 0.80% (BEACH LATERAL) BOX-4 (4'X4') 819 RIM: 2542.51 INV OUT: 2539.99 M H - 9 (4'0) RIM: 2542.69 20 INV IN: 2539.91 INV OUT: 2539.91 APN: R0982010025 F-SEE PROFILE ON SHEET 33. 11 _ 0.00 I MATCHLINE SEE SHEET 30 312 LF OF 15" RCP 0.79% (BEACH LATERAL) NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. PRESSURE IRRIGATION NOTES: 1. THE PRESSURE IRRIGATION IN THIS SUBDIVISION WILL BE OWNED AND OPERATED BY THE HOME OWNERS ASSOCIATION. 2. THE PRIMARY IRRIGATION SOURCE IS SURFACE WATER FROM THE BEACH LATERAL. 3. A SECONDARY CONNECTION BETWEEN THE PRESSURE IRRIGATION AND DOMESTIC WATER SYSTEM IS PROVIDED IN BLOCK 3, LOT 9. 4. IRRIGABLE OPEN SPACE: 102,785 SF 1 I � APPROVED FOR �-' �FV 7� CONSTRUCTION These plans and/or specificfications have been reviewed for compliant with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities In compliance with all current applicable federal, state, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed In writing by the City. Any proposed revision to these plans nust be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Amanda McNutt \Date Apr 06 2021 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifical- ly and previously approved by the District in writing. Acceptance Aft below of the improvement plans by the District does not relieve the Call beiyou dig. Registered Engineer of these responsibilities. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE 4 6/2 YOU DIG, GRADE, OR EXCAVATE FOR THE BY DATE: MARKING OF ADA COUNTY HIGHWAY DISTRICT UNDERGROUND MEMBER UTILITIES INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE. INSTALL 6" TEE. INSTALL 6" ISOLATION VALVE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03002. �7 INSTALL 4" BEND(S). INSTALL 6" BEND(S). 10 INSTALL 6" CAP. 11 INSTALL 3/4" PRESSURE IRRIGATION SERVICE PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRRO3005. 12 INSTALL P.C.0 THRUST BLOCK PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRR03006. 13 INSTALL 6"X4" REDUCER. 17 INSTALL MAINLINE DRAIN PER SETTLER'S IRRIGATION DISTRICT DWG NO PIRRO3001. 19 INSTALL 4'X4' IRRIGATION BOX PER DETAIL ON SHEET 34. 20 INSTALL PERCAST CONCRETE IRRIGATION MANHOLE PER ISPWC SD-611 OR APPROVED EQUAL. 24 INSTALL 18" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 25 INSTALL 15" RCP. LENGTH AND SLOPE PER PLAN. UTILITY CROSSING. SEE WATER NOTES ON 2 & 3 ON SHEET 01. N.T.S. GRAPHIC SCALE IN FEET 0 20 40 80 NORTH Ilrlul APPROVED rnm�w imoW to Unriwto GRAVITY IRRIGATION PROFILE 1 O O o o m o o to o o to ao 2544 0 0 0o N o r, _ "� - e� V �(6 M NN ^7 'j an �r��N N Ocr�IL x FINISHED GRADE SD OONI� e � u') ��r7 � � °^u IND, +�NH N N "Z +d)NH o � c�v 4Nroc'j CL. MAINTAIN MIN. 2' + H ��O��N +IONH �`°oN� +u) `n ?o Q .. ?o Q .. L.L NONZ COVER OVERTOP GIRR. r��N••� Zp ��NzO =~�zz :2V) =~�zz :20Ezz W O OH�> =ate>> —O _� » J O J W m 2540 - - - - - - - - - - - - zw W W - - POND HW_E -- ___ - - - - - - - n - - - --------------- -------- > o N (n 2539.50EX. GRADE O SD CL. -- -------------------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W Z 85 LF OF 49 LF OF 114 LF OF J U 18" PVC O 0.10% 18" PVC ® 0.10% 18" PVC ® 0.10% 200 LF OF = 18" PVC ® 0.10% Q 2536 i� ° 00 to 8" PVC SSWR 8" PVC WTR� �STA:1+43.21 STA:1+27.21 INV: 2530.14 2534 INV: 2534.78 GRAVITY IRRIGATION PROFILE 1 GRAVITY IRRIGATION PROFILE 2 0 FINISHED GRADE O SD 0 o CL. MAINTAIN MIN. 2' -tm COVER OVERTOP GIRR. o rn m 2544 0 �a�p1N O ti7 +anNH 00 Ui� FINISHED GRADE © SID = ��`V?o Q O �o�IK) N� MN CL. MAINTAIN MIN. 2' = �» V) i0 to COVER OVERTOP GIRR. Of :2 Or) _j 0 2544 o + N N H 0 `' N z z 0 2544 W o O to _ � >> > r.j 0 Q OftoN� i M toIn xN�n CIJ +�H Q W --------------- ------ _--_ O+�N �� UIto 2540 j o`Vo W ��� (A �� -__ __ aaE> xQ .. o~Ez EX. GRADE @ SD CL. _ W � - L. Z J U 2540 _ — — GRADE 2540 ® SD CL. 212 LF OF 44 LF OF Q 18" PVC ®0.10% 18" PVC Q 0.10% 2536 13 LF OF 12" PVC © 0.68% 2534 2536 2536 NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. z z GRAPHIC SCALE IN FEET 4 0 10 20 40 i 0 z BRODY SQUARE Q�E IDIAN- CAPPROV ONSTRUCTION GRAVITY IRRIGATION PROFILES o These plans andior specifications have been reviewed for compliance yj with Meridian City Standards and Specifications. This review does not i relieve the owner, enginear, or contractor of the responsibility to design MERIDIAN, ID and/or construct those facilities in compliance with all current applicable < federal, stale, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, all of which the City retains the right to enforce- Inconsistencies not noted by o staff shall not construed as approved unless specifically add g addressed in writing by the Clay. Any proposed revision to these plansousLbesubrnitledfarreview and compliance with the Meridian City Standards and Specifications before said revision is constructed. © 2021 KIMLEY-HORN AND ASSOCIATES, INC. Name Amanda McNutt 950 Bannock Street, Suite 1100 z Date Apr 062021 Boise, Idaho 83702 208 297-2885 0 Plans Are Accepted For Public DESIGNED DRAWN CHECKED Street Construction 8'' �SS�ONAL E,y� ITC ITC TRB of cENs tiF Q� F� SCALE (H): 1"=20' o By stamping and signing the improvement plans, the Registered SCALE V : 1 "=2' W Engineer ensures the District that the plans conform to all District �s 16551 DATE: SHEET N0. policies and standards. Variances or waivers must be s eciftcal— Ca1USINESouag. land previously approved by the District in writing. Acceptance CALL 2 BUSINESS DAYS ap sT4/5/21�0 0 4 05 2021 �y� 9TF of the improvement Ions b the District does not relieve the p p y IN ADVANCE BEFORE OF pP �P PROJECT NO. �� o Registered Engineer Of these responsibilities. DIG, GRADE, ORON EXCAVATE FOR THE oYOU V Co�J 291015009 G BY DATE: 4/6/21 MARKING OF UNDERGROUND DWG. NAME v ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES 5009-IR.dwq lof 34 shts nlul_ APPROVED rnm�w N O� U�wtr GRAVITY IRRIGATION PROFILE 3 0 0 0 0 0 r> -p0 0�l� H 00��1� O O) o "� Nr)��� d M � �N �r)^to^� � -tto 0 U-) I— ILL O 00 FINISHED GRADE SD + n N C +LONNNH w 2544 x -� CL. MAINTAIN MIN. 2' �`'NZ zp aO MNzzzp J � N N COVER OVERTOP GIRR. — — — — — NO � ZZZ N ZZZZ O o ¢ Z EX. GRADE ® SD CL. m m n�_ - ------------ ----- w �---------- uwI) ----- — —, —_---------- -- --------- — ---- ------ Z' ------------------------------ N-EX. 0 FINISHED GRADE @ SD o Z 2540 GRADE ® SCL. N \ ` CL. MAINTAIN MIN. 2' COVER OVERTOP GIRR. J> U 312 LF OF = 15" RCP ®0.79% Q 311 LF OF LATERAL) � 18" RCP ©0.27% 47 LF OF (BEACH (BEACH LATERAL) 18" RCP © 0.21% (BEACH LATERAL) 2536 GRAVITY IRRIGATION PROFILE 3 GRAVITY IRRIGATION PROFILE 4 0 0 0 o _rn 0 ° ° 0 0 al r0) 01 � O O 0 r) + N ~ lb O O N ) I\ Ir< r) (0NZO X�10� 0)O O O O g.O Nr)to to C� I Q >> O N O + LO N N N H Z O 0 �U �ZZ ^ IND 2544 2544 XN � < � O I` r O N> 2544Of FINISHED GRADE @ SD EX. 01 > GRADE © SD CL. mu)Ez 00N� I O �(!70_Z ZZZ r-01M ONOMU� 0)NCO g1000� O CL. MAINTAIN MIN. 2' _ \ �-- o1 > +�N ��LONN p0 COVER OVERTOP GIRR. _ _ _ — — — I m n m? N Z O + P H N N? __ \ = O >> WQ ------ �> I �� 00 Z Z S �N�-- EX. GRADE ® SD CL. :2U) zz t N 00 _ — / — — — — — — — — — _ _ — — z 312 LF OF J RCP @ 0.79% 2540 2540 FINISHED GRADE ©S D 2540 U 15" CL. MAINTAIN MIN. 2' _ (BEACH LATERAL) ~ COVER OVERTOP GIRR.(If POND HWE 2539.50 Q 10 LF OF 15" RCP ®0.80% N U (BEACH LATERAL) 87 LF OF 18" PVC @ 0.737 (BEACH LATERAL) 67 LF OF 18" PVC ©0.727, 33 LF OF (BEACH LATERAL) 18" PVC p 0.76% 13 LF OF (BEACH LATERAL) 12" PVC ® 0.38% 2536 2536 2536 0 ul 8" PVC WTR STA:1 +53.50 I N V: 2534.27 2534 2534 NOTE: 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA 0 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. Y 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL o CONTROL LINE AND CURVE DATA. z z GRAPHIC SCALE IN FEET 2 0 10 20 40 i 0 z BRODY SQUARE APPROVED FOR CONSTRUCTION GRAVITY IRRIGATION PROFILES a o These plans and/or specifi,ohm, nave been reviewed for compliance Wa with Meridian City Standards and Specifications. This review does not re eve he owner, engineer, or contractor of the responsibility to design MERIDIAN, I D and/or construct those facilities in compliance with all currant applicable federal, slate, and local laws, rules, regulations, ordinances, development agreements, specifications, orders of approvals, ali of which the Cliy retains the right to enforce, Inconsistencies not noted by City staff shall not be construed as approved unless specifically 001 o Kimley*Horn addressed b writing by the City. Any proposed revision to these plans 0 must be submitted for review and compliance with the Meridian City < Standards and Specifications before said revision is constructed. ©2021 KIMLEY—HORN AND ASSOCIATES, INC. Plans Are Accepted For Public Name Amanda McNutt Date Apr 062021 950 Bannock Street, Suite 1100 O Boise, Idaho 83702 208 297-2885 0 Street Construction DESIGNED DRAWN CHECKED ASS ONAL Eye ITC ITC TRB I GENSFo FF� By stamping and signing the improvement plans, the Registered Q�oF SCALE (H): 1"=20' o Engineer ensures the District that the plans conform to all District SCALE V : 1 "=2' W policies and standards. Variances or waivers must be specifical— K—below. 16551 DATE: SHEET N0. ly and previously approved by the District in writing. Acceptance Call neiyou dig. m 4/5/210 of the improvement plans by the District does not relieve the Registered Engineer these C IN 2 BUSINESS BEFORE J, ) 4 05 2021 P9 r9TF OF oo P��P PROJECT NO. �� ��0 of responsibilities. YOU DIG, GRADE, OR EXCAVATE FOR THE OJ N M C� 291015009 BY DATE: 4/6/21 MARKING OF UNDERGROUND W DWG. NAME a ADA COUNTY HIGHWAY DISTRICT M EMBER UTILITIES 5009—IR.dwq lof 34 shts a n i APPROVED UN —MOWN GRASS MAX. W.L. = 2539.5 UN —MOWN GRASS TOP OF POND = VARIES 2540.5 MIN TOP OF LINER = 2540.0 IRRIGATION BOX RIM ELEVATION SET AT POND HIGH WATER. DISCHARGE PIPE. SEE PLAN/PROFILE FOR INVERT & LOCATION. ,/-6'x3' WIDE COBBLE APRON UNDER DISCHARGE TO BOTTOM OF POND. 6'x3' WIDE COBBLE APRON UNDER DISCHARGE TO BOTTOM OF POND. 20 MIL. PVC LINER' 20 MIL. PVC LINER POND BOTTOM — WIDTH VARIES 6" SOIL BACKFILL OVER LINER HYDROSTATIC 6" SOIL BACKFILL OVER LINER PRESSURE RELEASE VALVE. S BOTTOM OF POND/TOP OF COBBLE ELEV = 2532.5 6"-12" RIVER COBBLE DETAIL 1 IRRIGATION POND N _ co 24" CENTERLINE STATIONING Fa® STRUCTURE CONTROL POINT (CENTER OF BOX) 6" 48„ 6" PLAN ruuK Y2 X4 BOLTS WITH SEE PLAN FOR PIPE INVERTS, SIZES, AND LOCATIONS. SECTION A -A 4'x4' IRRIGATION BOX DETAIL TOP OF LINER = 2540.0 WATERMAN PRF-15 HYDROSTATIC PRESSURE RELIEF VALVE. LINER BOOT 20 MIL. PVC POND LINER STAINLESS STEEL BAND TO SEAL BOOT TO VALVE. LINER 6" SOIL BACKFILL- WELD 4"x3.0' PERFORATED PVC PIPE 2.5'x4.0' SUMP /—POROUS MEDIUM (GRAVEL) DETAIL 2 IRRIGATION POND HYDROSTATIC PRESSURE RELEASE VALVE NOTE: d 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS OTHERWISE SPECIFIED ON PLANS. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA c STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. w LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A Y RAMP. 3. REFER TO SHEET 03 OF THESE PLANS FOR HORIZONTAL CONTROL LINE AND CURVE DATA. m w" N O Call before you dig. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES